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HomeMy WebLinkAboutBUILDING PLAN PAGE 31-454946 S 25TH ST FORT PIERCE FL 34981 POPEYES LOUISIANA KITCHEN C PR 0 5 Ma dude Q UntV, Pen -ABBREVIATIONS AC AIRCONDITIONING STL AFF ABOVE FINISH FLOOR STOR AHU AIR HANDLING UNIT SUSP AL ALUMINUM T ASPH ASPHALT TELE AT ALUMINUM THRESHOLD TPD BD BOARD TYP BLKT BLANKET LINO CJ CONTROL JOINT VCT CLG CEILING VERT CMU CONCRETE MASONRY UNIT VT COL COLUMN WC CONC CONCRETE WD CONT CONTINUOUS WP CPT CARPET WWF CT CERAMIC TILE W/ C/L CENTER LINE DBL DOUBLE DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DS DOWNSPOUT EA EACH EJ EXPANSION JOINT ELEC ELECTRICAL ELEV/EL ELEVATION EQ EQUAL EXIST EXISTING FD FLOOR DRAIN FE FIRE EXTINGUISHER FF FINISH FLOOR FR FIRE RATED GALV GALVANIZED GYPBD GYPSUM BOARD HC HANDICAPPED HDW HARDWARE HIM HOLLOW METAL HVAC HEATING, AIR CONDITIONING, & VENT INFO INFORMATION INSUL INSULATION - LAC LAY -IN ACOUSTICAL CEILING MAS MASONRY MAX MAXIMUM MECH MECHANICAL MFGR/MFR MANUFACTURER MIN MINIMUM MO MASONRY OPENING MR MIRROR/MOISTURE RESISTANT MT MARBLETHRESHOLD MTL METAL NA NOT APPLICABLE NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OPP OPPOSITE PLYWD PLYWOOD PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PT PAINT/ PRESSURE TREATED QT QUARRYTILE R RISERIRADIUS REBAR REINFORCING BAR REF REFERENCE REINF REINFORCE REQ'D REQUIRED RO ROUGH OPENING SB SPLASH BLOCK SHLVS SHELVES SIM SIMILAR SPEC SPECIFICATION SS STAINLESS STEEL LK 1246-DL SAILORMEN STEEL STORAGE SUSPENDED TREAD TELEPHONE TOILET PAPER DISPENSER TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL VINYLTHRESHOLD- WATER CLOSET WOOD WATERPROOF WELDED WIRE FABRIC WITH , I REV # ISSUE DATE DESCRIPTION AFFECTED SHEETS A4, r�2; PI,3 - REMARKS BY 1 03/28/19 COMMENT RESPONSE COMMENT RESPONSE GM - 2 - - 3 4 - - - 5 - - - - - 7 - - 9 - - - 10 - - - - 12 - - - - - 13 - - - - 14 - - - - - 15 16 - -- - 17 - - - 18 L - SYMBOLS / LEGEND ELEVATION NUMBER A6 SHEET NUMBER DETAIL, SECTION OR PLAN NUMBER 3 WALL SECTION NUMBER, BUILDING SECTION LETTER A8 SHEET NUMBER 0_� - DETAIL NUMBER SHEET NUMBER a- NOTE NUMBER 0- WINDOW NUMBER ODOOR NUMBER - REVISION NUMBER _ ///�� INTERIOR FINISH NUMBER /_— EXTERIOR FINISH NUMBER ROOM NAME O —ROOM NUMBER EQUIPMENT NUMBER 116'-0" t6kELEV. DATUM POINT TRUSS BR . NEW COLUMN EXISTING COLUMN GRID NUMBER GRID NUMBER OR LETTE OR LETTER OWNER & CONSULTANTS OWNER STRUCTURAL ENGINEER VERDAD REAL ESTATE, INC LIS ENGINEERING 1211 SOUTH WHITE CHAPEL BLVD 2572 WEST STATE ROAD 426 SOUTHLAKE TX 76092 SUITE 2064 CONTACT: JOE MANN SR. OVIEDO, FL 32765 PHONE: 985-705-3305 CONTACT: ROBERT CASE ARCHITECT PHONE: 321-244-0402 LIS ARCHITECTURE ELECTRICAL ENGINEER 2572 WEST STATE ROAD 426 MECHANICAL ENGINEER 2064 I, PLUMBING ENGINEER FL 32765 OVIEEDODO, F OV CONTACT: GEORGE MELLA LIS ENGINEERING PHONE: 321-244-0402 2572 WEST STATE ROAD 426 SUITE 2064 CIVIL ENGINEER OVIEDO, FL 32765 BOHLER ENGINEERING CONTACT: CLARK STILWELL 2255 GLADES ROAD PHONE: 321-244-0402 BOCA RATON, FL 33431 CONTACT: CHRISTOPHER ROGERS, P.E. PHONE: 561-571-2080 GOVERNMENTAL AGENCIES BUILDING, SIGNAGE DEPARTMENT NAME: ST. LUCIE COUNTY PLANNING AND DEVELOPMENT DEPARTMENT - PERMITTING/ZONING ADDRESS: 2300 VIRGINIA AVENUE, FT. PIERCE, FL34982 CONTACT: MONICA GRAZIANI - MANAGER BUILDING & CODE REGULATIONS PHONE: 772-462-1553 EMAIL: GRAZIANIM@STLUCIECO.ORG HEALTH DEPARTMENT REVIEW: FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION DIVISION OF HOTELS AND RESTAURANTS (DBPR) ADDRESS: 2601 BLAIR STONE ROAD TALLAHASSEE, FL 32399 CONTACT: CALL TO SWITCHBOARD - REVIEWER WILL BE ASSIGNED WHEN PLANS ARE SUBMITTED PHONE: 850-487-1395 FAX: 850-921-8267 EMAIL: DHR PLANREVIEW@MYFLORIDALICENSE.COM STATE D.O.T. REVIEW: ST. LUCIE COUNTY ROAD DEPARTMENT ADDRESS: 3071 OLEANDER AVE, FT PIERCE, FL 34982 CONTACT: LINDA BUCHANAN PHONE: 772-462-1707 EMAIL: BUCHANAN@STLUCIECO.ORG FIRE / EMERGENCY VEHICLE REQUIREMENTS REVIEW: ST LUCIE COUNTY FIRE DISTRICT ADDRESS: 5160 NW MINER DR, PORT ST LUCIE, FL 34983 CONTACT: KELLY MACHADO PHONE: 772-621-3400 FAX: 772-621-3604 EMAIL: KMACHADO@SLCFD.ORG SANITARY SEWER, DOMESTIC WATER NAME: CITY OF FORT PIERCE UTILITIES AUTHORITY ADDRESS: 206 S 6TH ST., FORT PIERCE, FL 34950 CONTACT: EILEEN M. SN09ERGER PHONE: 772-466-1600 X3283 FAX: 772-467-3115 EMAIL: KEYMAIL@FPUA.COM FIRE PROTECTION WATER NAME: ST. LUCIE COUNTY FIRE DISTRICT ADDRESS: 5160 NW MINER DR, PORT ST LUCIE, FL 34983 CONTACT: LISA HANNOLD PHONE: 772-621-3352 EMAIL LHANNOLD@SLCFD.ORG ELECTRIC NAME: FLORIDA POWER & LIGHT ADDRESS: 1401 SE MONTEREY RD,STUART, FL 34994 CONTACT: ARMUGHT MARJAN PHONE: 772-337-7025 EMAIL: ARMLIGHT.MARJAN@FPL.COM TELEPHONE NAME AT&T ADDRESS: 11760 U.S. HWY 1 N, PALM BEACH GARDENS, FL 33408 CONTACT: DINO FARRUGGIO PHONE: 561-998-0240 EMAIL: DF1979@ATT.COM STORM SEWER NAME: SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD) ADDRESS: 3301 GUN CLUB RD, WEST PALM BEACH, FL 33406 CONTACT: JAYNE BERGSTROM PHONE: 772-223-2600 X3602 EMAIL: JBERGSTR@SFWMD.GOV UTILITY SERVICE REQUIREMENTS ELECTRICAL: POWER: 208V / 3 PHASE /4W / 800 AMPS. TOTAL CONNECTION LOAD: 345.16 KVA TOTAL DEMAND LOAD: 247 74 KVA NOTE: SEE SHEET E3 FOR BREAKDOWN OF THE ELECTRICAL SERVICE CONNECTED LOAD TELEPHONE: 2" CONDUIT 25 PAIR WIRE (OWNER REQUIREMENT) WATER: WATER SERVICE: 1 1/2" DIAM. FIXTURE UNIT COUNT: 38 FU WATER SERVICE: 2,000 GALLONS/DAY IRRIGATION: LANDSCAPING: (VERIFY WITH OWNER IF USED) SIZE PER ZONE - REFER TO PLAN FOR DESIGN. SEWER: WASTE SERVICE: 4" DIAM. FIXTURE UNIT COUNT: 80 FU 1,600 GALLONS/DAY GENERAL NOTE: VERIFY ALL SERVICE REQS. W/ THE LOCAL UTILITY CITY AGENCIES. UUUL, / FJKUJLU I UA I A BUILDING CODE: 2017 FLORIDA BUILDING CODE, 6TH EDITION 2017 FLORIDA FIRE PREVENTION CODE, 6TH EDITION 2012 NFPA 101 ELECTRICAL: NATIONAL ELECTRICAL CODE, 2011 EDITION PLUMBING: 2017 FLORIDA BUILDING CODE, PLUMBING, 6TH EDITION MECHANICAL: 2017 FLORIDA BUILDING CODE, MECHANICAL, 6TH EDITION GAS: 2017 FLORIDA BUILDING CODE,FUEL GAS CODE, 6TH EDITION ENERGY: 2017 FLORIDA BUILDING CODE,ENERGY CONSERVATION, 6TH EDITION ACCESSIBILITY: 2017 FLORIDA BUILDING CODE, ACCESSIBILITY, 6TH EDITION OCCUPANCY CLASSIFICATION: ASSEMBLY A-2 (RESTAURANT) BUILDING OCCUPATION LOAD: 54 (BASIS: SEATING, EMPLOYEES CONSTRUCTION CLASSIFICATION: TYPE V-B - UNPROTECTED, UNSPRINKLERED BUILDING AREA CALCULATIONS KITCHEN (NET): 984 S.F. WALK-IN (NET): 157 S.F. DINING/RESTROOM (NET): 1,006 S.F. TOTAL (NET): 2,147 S.F.'e TOTAL BUILDING AREA: 2,265 S.F. BUILDING HEIGHT: 40'-0" ALLOWABLE 19'-B" PROVIDED STRUCTURAL: TOP CHORD (ROOF) DEAD LOAD: 10 psf LIVE LOAD: 20 psf ADDT. EQUIP, LOAD: AS SHOWN Ml BOTTOM CHORD (CLG DEAD LOAD: 10 psf TOTAL DESIGN LOAD: 40 psf WIND SPEED: (VERIFY W/ STRUCTURAL DRAWINGS) DINING AREA KITCHEN DOOR #1 @ 6-0" = 72" DOOR #4 @ 3-6" = 42" DOOR #3 @ 3'-0" = 36' FIXTURES REQUIRED (PER OCCUPANTS) PROVIDED MEN WOMEN MEN WOMEN WC 1/75 1/75 WC 1 1 LAV 1/200 1/200 LAW 1 1 SEATING/TABLE CALCULATIONS "H" COUNTER: 14 BOOTH SEATING: 18 WALL BENCH: 7 TABLES/CHAIRS: 8 TOTAL SEATING: 47 VENDOR LIST EQUIPMENT WASSERSTROM ALICIA O'NEAL 614-737-8570 SIGNAGE CAPITAL SIGNS AND AWNINGS JUDY CHENEVERT 318-346-9898 SEATING SEATING CONCEPTS KERRY STUDER 815-730-7980 X2223 SITE LIGHTING SECURITY LIGHTING WHITNEY ILG 800-544-4848 X131 SHEET INDEX: SCRIPTION R SHEET ERESPONSIBILITY MATRIX SHT. NO DESCRIPTION HT. NO DESCRIPTION EQUIPMENT DRAWINGS TRM K1 EQUIPMENT AND SEATING PLAN SAFETY PLAN K2a EQUIPMENT SCHEDULE (1 of 2) K2b EQUIPMENT SCHEDULE (2 of 2) - K3 EQUIPMENT DETAILS - - SITE DRAWINGS Sol SITE DETAILS MECHANICAL DRAWINGS MO MECHANICAL DATA SHEET & SPECIFICATIONS M1 HVAC FLOOR PLAN NOTES & SCHEDULES STRUCTURAL DRAWINGS M2 HVAC ROOF PLAN & DETAILS SO STRUCTURAL DATA & SPECIFICATIONS M3.0 HOOD - TYPE 1 ( FRYER HOOD DETAILS) S1 FOUND TION PLAN M3.1 FAN & GREASE DUCT FIRE PROTECTION DETAILS S1.1 FRAMIN8 PLAN M3.2 TYPE-2 HOOD ( BATTER FLOUR STATION S2 ROOF FRAMING PLAN M3.3 TYPE-1 HOOD ( FIRE SUPPRESSION SYSTEM) S3 STRUCTURAL DETAILS M3.4 PANEL - HVAC INTERLOCK AS PER NFPA-96 S4 SHEAR WALL PLAN & DETAILS M3.5 HOOD ENCLOSURE DETAILS PLUMBING DRAWINGS ARCHITECTURAL DRAWINGS PO PLUMBING DATA SHEET AND SPECIFICATIONS Al FLOOR PLAN P1 PLUMBING WASTE AND VENT PLAN A2 FLOOR FINISH PLAN & INTERIOR FINISH SCHEDULE P2 PLUMBING WATER A3 REFLECTED CEILING PLAN P3 RISER DIAGRAMS A4 ROOF PLAN & DETAILS P4 PLUMBING DETAILS A5 FRONT & REAR EXTERIOR ELELVATIONS A6 LEFT & RIGHT EXTERIOR ELEVATIONS ELECTRICAL DRAWINGS A7 BUILDING SECTION EO ELECTRICAL DATA SHEET AND SPECIFICATIONS A8 EXTERIOR WALL SECTIONS E1 LIGHTING PLAN A9 EXTERIOR WALL SECTIONS E2 POWER PLAN A10 EXTERIOR DETAILS E3 ELECTRICAL PANEL SCHEDULES & RISER DIAGRAM All EXTERIOR DETAILS AND INTERIOR ELEVATIONS E4 P.O.S. WIRING DIAGRAMS Al2 INTERIOR ELEVATIONS Al2a DIGITAL MENUBOARD ELEVATIONS -_ A13 KITCHEN ELEVATIONS A14 COOLER & COUNTER SECTIONS & DETAILS SITE DRAWINGS A15 ENLARGED RESTROOM PLAN & ELEVATIONS SL1 SITE LIGHTING PLAN A16 OFFICE & MOP SINK ELEVATIONS AND DETAILS SL2 SITE ELECTRICAL PLAN A17 DOOR & WINDOW SCHEDULES, ELEVATIONS, & DETAIL A18 H-COUNTER PLACEMENT & DETAILS SCANN8D BY St Lucie County 0902 -00 f REVIEWED FOR CODE COMPLIANCL ST. LUCIE COUNTY CC tLl M M NJ W m E > m M N � W w z U Q W U o J m N J U w W N N O M z Z L) O O W W U h O w$ ti M Q M N Z a z N N N C N n a 0 W U O OL W Of w DO O H- O z LU LU w x F- LLJ U z W z C� w 0 w H z U) z W L) U O 0 w U) w O H- CO F- _ iY Of w O_ O O_ n_ W x H O J J z ¢ F- CD Of } d O U LU LU Of w co LU N W LU W U) J U z W o Q m Cn W W J ¢ x U 1 LLU 0L H H �Q z w LU x ON N w x O U popeYes � z W O J_ Q U) W Z LLJ C9 F- W U U n w N N w a o O Of 0 O SEAL S1t ARM13 ', C) HAR FL. ED A������ II RE 913 RELEASE DATE - COMMENT RESPONSE 03/28/19 2 3 4 5 6 PROJECT NO. 2018-002 ISSUE DATE 12/21/18 " DRAWN CHECKED - GMw_ I HDH 0 lNOMINE miuilnuim uumi ® IIIIII�II IIII ffi IIIIIIIIIIII II�IIII�I i�!�!�! uuuiiuu�um.l - uummiiui: J CODE INFORMATION: BUILDING CODE: 2017 FLORIDA BUILDING CODE, 6TH EDITION 2017 FLORIDA FIRE PREVENTION CODE, 6TH EDITION 2012 NFPA 101 ELECTRICAL: NATIONAL ELECTRICAL CODE, 2011 EDITION PLUMBING: 2017 FLORIDA BUILDING CODE, PLUMBING, 6TH EDITION MECHANICAL: 2017 FLORIDA BUILDING CODE, MECHANICAL, 6TH EDITION GAS: 2017 FLORIDA BUILDING CODE,FUEL GAS CODE, 6TH EDITION ENERGY: 2017 FLORIDA BUILDING CODE,ENERGY CONSERVATION, 6TH EDITION ACCESSIBILITY: 2017 FLORIDA BUILDING CODE, ACCESSIBILITY, 6TH EDITION OCCUPANCY CLASSIFICATION: ASSEMBLY A-2 (RESTAURANT) BUILDING OCCUPATION LOAD: 54 (BASIS: SEATING, EMPLOYEES CONSTRUCTION CLASSIFICATION; TYPE V-B - UNPROTECTED, UNSPRINKLERED 1 LIFE SAFETY PLAN Scale:1/4"=V-0" I DISTANCE TO EXIT=62'-8" ;� I L ICI �I��II IIIIi LLi 1111111 �� J Ali ilr=n�l■'7 li L 1 � MD r --- F IP--- TI 044�_ _4 I NOTE: ALL FIRE EXTINGUISHERS SHALL BE INSPECTED, TAGGED, AND MOUNTED SO AS TO BE ONE (1) FIRE EXTINGUISHER EVERY 1,500 SQ, FEET AND NO GREATER THAN 75 FEET TRAVEL DISTANCE FROM ANY POINT IN THE STRUCTURE AS PER NFPA10 TABLE 6.2.1.1 —7 FE (K-CLASS) b PROVIDE WALL BLOCKING SUPPORT WHERE REQUIRED NEW WALL MOUNTED EXTINGUISHER MOUNTED IN KITCHEN. CLASS "K" OR A21OBC CLASS (SEE PLAN FOR PROPOSED LOCATIONS - COORDINATE WITH FIRE MARSHALL FOR FINAL APPROVED LOCATIONS) 10'-5" GENERAL NOTE: 1. ROOF IS CONSTRUCTED WITH LIGHT -FRAME TRUSS AS DEFINED BY FS633.027, SIGNAGE DESCRIBING ROOF ASSEMBLY SHALL BE POSTED IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE, 69A-60.081 2. FIRE PROTECTION DRAWINGS SHALL BE PROVIDED UNDER SEPARATE SUBMITTAL. HOOD SUPPRESSION SUBCONTRACTOR SHAL SUBMIT PLANS FOR EVALUATION AND APPROVAL PRIOR TO COMMENCEMENT OF NEW WORK IN ACCORDANCE WITH NFPA 96. 72" 360 :CT DO6A TACTILE ( :SEATS/TABLES 62 SF )CHARACTERS IN , NFPA 101.7.10.1.3 �V /I BENCH - 34"LF (6 J U LIJ NQE TO IT 0'-6" BAR SEATING - NON FIXED 9'-11' I 20SF 9' 11" SITABL L J 36 CLEAR BAR SEATING FIXED I PILOT LIGHT TEST SWITCH SA Ill. t i" DOUBLE UNIT - TYPE A FINISH FLOOR PILOT LIGHT SINGLE UNIT - TYPE B TEST SWITCH- 2 FIRE EXTINGUISHER ELEVATION 3 EMERGENCY LIGHTING FIXTURE Scale: NTS OCCUPANT LOAD SCHEDULE SPACE NAME TYPE OF SPACE AREA SF/LF SFI OCCUPANT TOTAL DINING ROOM FIXED FIXED SEATS 44 SF # OF SEATS 6 DINING ROOM (BOOTH) BENCH TYPE SEATS T-4" LF 40" 118" = 2.2 - 3 OCC. (6 BENCHES) 18 DINING ROOM WALL BENCH BENCH TYPE SEATS 10'-6" LF 126" / 18" = 7 - 7 OCC. 7 DINING ROOM CENTER BENCH BENCH TYPE SEATS 7'-6" LF 90" / 18" = 5 - 5 OCC. 5 DINING ROOM TABLES & CHAIRS NON FIXED SEATS 126 SF 15 NET SF 9 TOTAL DINING OCCUPANCY 45 KITCHEN KITCHEN 896 SF 100 GROSS PER NFPA 8 COOLER, FREEZER, MSC STORAGE STORAGE 178 SF 300 NET SF 1 RESTROOMS RESTROOMS 105SF N/A TOTAL UTILITY OCCUPANCY 9 TOTAL BUILDING OCCUPANCY N/A 2,147 SF -NIA — 54 2 WHEEL CHAIR ACCESSIBLE SPACES (5% OF TOTAL) LITHONIA BWU EXIT LIGHT FEATURES LAMP TYPE: LED MOUNTING: UNIVERSAL SHIELDING: FLAT SHEET ACRYLIC LETTERS: RED NOM. DIMENSIONS: 289mmX200mmX44mm (11 %"W X 7-%"H X 1 %"D) GENERAL DESCRIPTION HOUSING: DIE-CAST ALUMINUM OR 20 GA. COLD ROLLED STEEL, HARDWARE FINISH TO MATCH HOUSING FINISH. 152 mm (6") H LETTERS WITH 19 mm (3/4") STROKE. DIRECTIONAL ARROWS AS REQUIRED ELECTRICAL: 120 RE: ELECTRICAL DRAWINGS FINISH: WHITE OTHER: MINIMUM BRIGHTNESS 20 CD/SQ.METER ON FACE OF SIGN. LUMINAIRE REQUIREMENTS 1. ALUMINUM FINISHED CHANNEL MOUNTING BASE WITH TEST SWITCH AND PILOT OR HIGH RATE INDICATING LIGHT. 2. CYLINDERS FOR LIGHTS AND BATTERY AND CHARGER SHALL BE PAINTED, MATTE WHITE AND SHALL BE FULLY ADJUSTABLE, 3. BATTERY SHALL BE MAINTENANCE FREE NICKEL CADMIUM WITH FULL 5 YEAR WARRANTY. 4. UNIT SHALL HAVE AUTOMATIC TWO RATE CHARGER. 5. SWITCHING AND CONTROLS - COMPLETELY SOLID STATE WITH AUTO TRANSFER AND LOW VOLTAGE CUTOFF. TEST SWITCH AND HIGH RATE INDICATING LIGHT. 6. 9 WATT TUNGSTEN HALOGEN LAMP. 4 EXIT SIGNAGE Scale: NTS 00 CAI 't r,- Z Z Q 7 � H- O Z SHALL BE PLACED WITHIN 24" TO THE LEFT OF THE MAIN ENTRY DOOR 811 1 a0 L-- LIFE SAFETY LEGEND ILLUMINATED EXIT/EMERGENCY SIGN (EXISTING TO BE RE-INSTALLED/REPLACED AS NEEDED) MAX LENGTH OF EXIT ACCESS TRAVEL FROM THE MOST REMOTE POINT TO AN ENTRANCE/EXIT 68" 340 CLEAR EXIT WIDTH EGRESS CAPACITY WIDTH / 0.2" LEVEL TRAVEL) REMOTE POINT WALL MOUNTED FIRE EXTINGUISHER 6 (TYPE AS NOTED) .b ro G VJG* GG 5 FIREFIGHTER SAFETY WARNING SIGN FOR STRUCTURES WITH LIGHT -FRAME TRUSS TYPE > N V mma �1 W LL [ m N O Q (D EQK m z v n b N Ll.J W 1— W = z C) � Z Q Ll1 O J J m N J W W U � � N ui ? Lu Lu r N M LL C CD Z Z a a2 U v N O 2 W Z o y o c U 0 Q _d J N [n C 6 Lu U O I d W W 00 F_ V z F - z Lu o UJI W I-_ Q U) m J Lu 0- F U W J Q Lu = U Uj m o LU ry z� Z LD wa p 2 W Lu a Q 0 W J OU H 9 W W W O U > C�! N 2 F— Z LU U o V U) W O F— U F- 2 CD Z III w of 0- a O O o: J nL Q w w U) w Lu -� v r M O Lu >— Q UJ I- W W J Q I 0 N z W_ J Z � �- FL N w 2 d o Co CD } FF p III ��.''p. H6jp9 H— W •� �• 37� AR98913LLJLU V Cn of /�FRED •ARG`rx J U € 212 c HAROLD DANIEL NUTTER II w FL. REG. 98913 m:mi ;I— RELEASE I PROJECT NO. 2018-002 ISSUE DATE 12/21/18 a DRAW CHE( G'r/44$� JC SHEET NO. LS 1.0 1!! SAO<ES CAI !I E DUI STE EI GL OSURE FOOTINGS, NALL5, 4 BOND BEAMS I. Concrete masonry units shall be hollow or solid unit masonry in accordance with ASTM C - 010 or C 145 and shall have minimum net area compressive strength of 1900 psi. 2. Mortar shall be either Type M or 5 In accordance with A5TM C 270. 5. Grout shall have a maximum coarse aggregate size of 5/8 inch placed at a 8 to II inch slump and have minimum specified compressive strength of 2000 psi at 28 days when tested in accordance with A5TM G 1019, or shall be in accordance with A5TM C 47(o. 4. Concrete shall have a minimum specified compressive strength of 2500 psi at 28 days. 5. Reinforcing steel shall be minimum Grade 40 and identified In accordance with ASTM A 615,A61III A617,orA•706. b. Joint reinforcement, anchors, ties, and wire fabric shall conform to the following standards: A5TM A 82 for joint reinforcement and wire anchors and ties. A5TM A 56 for plate, headed and bent bar anchors. A5TM A 566 for sheet metal anchors and ties. 7. Metal accessories for use in exterior wall construction and not directl exposed to the weather shall be galvanized in accordance with A5TM A 155, Class B-1 Metal accessories for use In interior wall construction shall be mill galvanized in accordance with ASTM A III Class 1. 8. All mortar joints for hollow unit masonry shall extend the full width of face shells. cf. Mortar joints for solid masonry shall be full head and bed joints. Bad joints shall be 5/8 Inch (? 115 inch) thick. Head joints shall be 5/8 inch (+ 5/b Inch or - 114 inch) thick. 10. The bed Joint of the starting course placed over footings shall be permitted to vary in thickness from a minimum of 1/4 Inch to a maximum of 5/4 Inch. ll. Masonry walls shall be running bond or stack bond construction. 12. When masonry units are laid in stack bond a -gage (minimum) horizontal joint reinforcement, in addition to required vertical reinforcement, shall be placed In bed joints at not more than 16 inches on center. 15. Longitudinal wires of joint reinforcement shall be fully embedded in mortar or grout with minimum cover of 5/5 inch when exposed to earth or weather and 1/2 inch when not exposed to earth or weather. 14. Reinforcing steel shall be No. 5 bars. 15. 5plice5 shall be lap splices. 16. Noncontact lap splices may be used provided reinforcing bars are not spaced farther apart than 5 Inches. 17. 5pplice lengths shall be minimum of 25 Inches, 15. Reinforcement may be bent In the shop or in the field provided: All reinforcement shall be bent cold, and The diameter of the bend, measured on the Inside of the bar, is not less than six bar diameters, and Reinforcement partially embedded in concrete shall not be field bent, except where bending is necessary to align dowel bars with a vertical cell, bars partially embedded in concrete shall be permitted to be bent at slope of not more than I inch of horizontal displacement to 6 Inches of vertical bar length. 11. For foundations minimum concrete cover over reinforcing bars shall be 5 Inches. 20. Footings for stemwall foundations shall be a minimum of 10" thick by 16" wide, with two (2) #5 reinforcing bars. 21. Footing for monolithic slab on grade foundations shall be a minimum of III thick by 16" wide, with two (2) #5 reinforcing bars. 22. In narrow footing where Insufficient width is available to accommodate a standard ciO degree hook and provide the required concrete cover, the hook shall be rotated in the horizontal direction until the required concrete cover is achieved. 25. For cast -in -place bond beams the minimum concrete cover for reinforcing shall be 1 1/2 Inches. 24. Reinforcement bars embedded In grouted masonry cells shall have a minimum clear distance of 1/2 Inch between reinforcing bars and any face of a cell. 25. Reinforcing bars used In masonry walls shall have a masonry cover (Including grout) or not less than 2 Inches. 2&. Cleanout openings shall be provided for cells containing spliced reinforcement when the grout pour exceeds 5 feet in height. 27. Where Gleanout openings are required, an opening shall be provided in the bottom course of the masonry cell to be filled. 25. Gleanout openings shall have minimum area of 12 square Inches and a minimum opening dimension of 5 inches. 29. Masonry protrusions extending 1/2 inch or more into cells or cavities to be grouted shall be removed for grout pours over 5 ft. 50. Spaces to be grouted shall be free of mortar droppings, debris, loose aggregates, and any material deleterious to masonry grout. 51. A soil or waste pipe of a building drain passing under a footing or through a foundation wall shall be provided with a relieving arch, or there shall be built Into the masonry Hall an Iron pipe sleeve two pipe sizes greater than the pipe passing through. 52. The top and bottom of all footings shall be level. The bottom of alf footings, except monolithic slab -on -grade interior footings, shall be a minimum of 12" below finished ground line. 55. The outer bar of foundation steel shall be continuous around corners using corner bars or by bending the bar in accordance with notes herein, in both cases, the minimum bar lap Shull be 25 inches. 54. Foundation stemwalls shall be 10 inches thick, and shall have same vertical reinforcing as the wall above. 55. Footing dowels bars shall be provided for all required vertical wall reinforcement in the following location: At all corners, At each side of each opening, At all other required vertical wall reinforcement At all hip girder bearing points. 56. Footing dowel bars at each location shall be some size and quantity as the vertical wall reinforcement above. 57. All footing dowel bars shall have a standard 610 degree hook and shall be embedded 10" footings. 5&. Concrete slab -on -grade shall be cast in place and shall be 4 inches thick minimum. Concrete Shall have a minimum specified compressive strength of not less than 5000 psl at 28 days. 59. The minimum thickness of exterior masonry walls shall be 5 inches. 40. A reinforced bond beam shall be provided at the top of each exterior wall. 41. Bond beams shall be 5"x5" V'-block with (2) #5 rebor continuous. 42. Bond beam reinforcement shall be four No. 5 bars exce t where noted. 45. Reinforcement shall be located in the top and bottom of 16 inch bond beams. 44. Reinforcement shall be continuous around corners. See standard details. 45. Where more than one bar is required, only one of the bars must be continuous around corners. 46. For vertical reinforcement one No. 5 bar in a grouted cell shall be provided in each corner, Including interior corners and corners created by changes in wall direction by offsetting of walls such as at projected bays and inset porches. 47. For vertical reinforcement one No. 5 bar shall be provided on each side of openings. 45. In addition to vertical reinforcement required at corners, at openings, and at hip girder bearing points, vertical reinforcement consisting of one No. 5 bar Shall be provided every 8 feet on center maximum. 49. All vertical wall reinforcement shall be terminated in the bond beam at the top level with a standard hook. The hook may be formed by bending the vertical wall reinforcement in accordance with notes herein or by lap splicing to a standard hook. The hook shall extend to the upper most horizontal reinforcement of the bond beam and shall be embedded a minimum of 6 inches Into the bond beam,. see standard details. 50. All concrete Is to mixed, transported, and placed in accordance with the latest ACI Specifications and Recomendations. 51T Foundatlons have been designed for an allowable soil bearing pressure of 2500 P5F, and the existing Sall being a granular material should poor soil conditions be found It Is the contractors responsiblity to notify the engineer prior to commencing. 52. Provide granular fill, clay materials are unacceptable. Existing soil under footing and slabs Shall be compacted to c15% of AA5HTO T-qa. 55. FIII shall be placed and compacted in one foot lifts. 54. A concrete slab -on -grade used In conjunction with exterior stemwall foundations shall have bx6 No. 10 welded wire fabric at mid -height or synthetic fiber reinforcement in the slab and the slab shall be keyed Into or tied to the foundation. 55. A double layer of welded wire fabric shall be provided around the perimeter of the concrete slab a distance of 5 ft. from the edge. 56. Welded wire fabric shall confirm to ASTM A-185 and free of oil and rust. It shall be installed In lengths as long as possible and lapped a minimum of six Inches. GENERAL I. This building/structure has been designed in accordance with the SIXTH EDITION, (2017) of the Florida Building Codes, and Section f609 for design pressures generated by a three second gust design wind velocity of I60 mph, (124 mph fastest mile wind velocity). Structural calculations; including gravity loads, as necessary to confirm compliance with the 5IXTH EDITION, (2017) of the Florida Building Code, have been performed. 2. The owner, his agent, or general contractor is responsible for field supervision, construction administration, review and approval of all shop drawings, verification on -site of all dimensions and elevations, and strict compliance with these construction documents as approved by Lee County, and designed and reviewed by Land Investment Services, Inc. 5. These plans are not intended to be mastered. The repetitive use of these plans for permitting Is 4. Contractor shall notify the owner in writing prior to construction of any discrepancy between plans and on -site dimensions and elevations. 6" DIA. PAINTED STEEL PIPE POST; TYP. FOR 3 ANE BOINSERTI \ OPEN POSILTTION) 6" THICK P.C.C. SLAB W/6"X6"- 10/10 W.W.M. ON 6" GRAVELBASE v ///' C.J. @ 10'-0" O.C. ',� PROVIDE 1" DIA. - 6" LONG - GALV. PIPE EMBEDDED IN ! CONC. FOR CANEBOLT(TYP. OF 4) 18'-9" PLASTIC COMPOSITE GATE - SEE DETAIL J/SSD1 45° @ 12" X 18' CONCRETE FOOTING 4 4'-0" -C 1/4"R F OPE PER /-- PER FT OPTIONAL FLOOR DRAIN AS ERQD. BY LOCCAAL CO\D\E. -` i.; O ' _... EDGES CANE BOLT INSERT, VERIFY W/DOOR PROVIDE BLACK WIDTH FOR INSERT PAINTED CONCRETE LOCATION AT THIS AREA DUMPSTER ENCLOSURE SD1 1 /4"=V-0" 6" DIA. PIPE, 8' LONG FILLED W/ CONCRETE. TOP OF PIPE; 4' ABOVE SLAB, REQ'D FOOTING: 7-0" DIA. X 4'-0" DEEP. (TYP ) 5' 4" 5' 4• PAINTED STEEL POST CAPS(TYP) - PAINT COLOR EP-4 6-0 6 0 COLLAR COLLAR HINGES WELDED TO GATE FRAME (TAP & ADD _ GREASE FITTINGS AT EA. HINGE -GREASE HINGES - - AFTER PAINTING) 2Yz'X 2Y2' PAINTED STEEL TUBE GATE FRAME - PAINT COLOR .. EP-4 6" DIA. PAINTED STEEL PIPE -" POST EACH SIDE - PAINT EP-4 1Y2 x IL PAINTED STEEL - BRACE PAINT COLOR EP-4 LOCKING SUPPORT COLLAR _ - - FORHINGE- PAINT COLOR EP-4 i 1 /%/ GATE PULLS I 2x6 PREFINISHED PLASTIC 1 i DROPROD-_NOTE'. LUMBER (TYPICAL) 1) PAINT GATE FRAMES, io ATTACHED TO STEEL I HARDWARE & PIPES W/ FRAME U PAINT EP 4 U 2) ALL BRACES ARE ON THE INSIDE OF THE GATES. i' 6" 1 oDUMPSTER GATE/ENCLOSURE S, oDUMPSTER GATE/ENCLOSURE S, BOND BEAM COURSE W/ (1) #5 CONT., GROUT 8" SPLIT FACED PAINTED < SOLID 6" CMU W/ #5 S ON FINISH SCHED. VERTICAL REBAR @ I/ 32" O.C. HORIZ. PRINT. m 6 O.0 8, THICK POUR -IN PLACE SLAB W/ 6"x6" - 10110 W.W. M. ON 6" AGE. BASE l SLOPE 1/4" „ PER FT I u III , t i #5BARS CONT. TOP & BOTTOM 3 DUMPSTER WALL SECTION SD1 3/8"=1 '_0" -- m DESIGN PARAMETERS: APPLICABLE CODES: WIND SPEED: ❑X FLORIDA BUILDING CODE, SIXTH EDITION, (2017) RESIDENTIAL ❑X 1511 MPH=ULTIMATE DE516N WIND SPEED (5-5ECOND (SUST) ❑X FLORIDA BUILDING CODE, 5IXTH EDITION, (2017) MECHANICAL ❑X 124 MPH=NOMINAL DE51CN WIND SPEED (FASTEST MILE) FLORIDA BUILDING CODE, 5IXTH EDITION, (201-1) PLUMBING SURFACE ROUSHNE55 GATACORY: ❑X FLORIDA BUILDING CODE, 5IXTH EDITION, (2017) ENER6Y CONSERVATION [SIB ❑ C ❑ D ❑X FLORIDA BUILDING GODS, SIXTH EDITION, (2017) AGGEs51BILTY EXPOSURE CATA60RY: ❑X 2017 FLORIDA FIRE PREVENTION CODE, 5IXTH EDITION [S] B ❑ C ❑ D ❑X 2011 NATIONAL ELECTRICAL CODE (] NATIONAL FIRE PROTECTION CODE, NFPA 101 (LIFE SAFETY) NINDBORNE DEBRI5 REGION: ❑ NO ❑ NATIONAL FIRE PROTECTION CODE, NFPA 15 (FIRE SPRINKLERS) � YEs YE ❑ NATIONAL FIRE PROTECTION CODE, NFPA 72 ❑X NOT APPLICABLE BUILDING OCCUPANCY CLASSIFICATION: ❑ IMPACT RESISTANT COVERIN6 ❑ GROUP A - ASSEMBLY ❑ 6ROUP H - HAZARDOUS ❑ COMBINATION OF IMPACT RESISTANT ❑X CROUP B - BUSINESS ❑ 6ROUP I - INSTITUTIONAL 6LAZIN6 4 COVERING ❑ 6ROUP D - DAY CARE CENTER ❑ GROUP M - MERCANTILE INTERNAL PRE55URE COEFFICIENTS: ❑ CROUP E - EDUCATIONAL ❑ CROUP R - RESIDENTIAL ❑X 0.00 (OPEN) ❑ GROUP F - FACTORY INDUSTRIAL ❑ GROUP 5 - 5TORA6E ❑ +O.IB, -O.ia (ENCLOSED) ❑ +0.55, -0.55, (PARTIALLY ENCLOSED) BUILDIN6 CONSTRUCTION TYPE: ❑ TYPE I -A ® TYPE II-B ❑ TYPE IV ❑ TYPE 1-B ❑ TYPE III -A ❑ TYPE V-A COMPONENTS AND CLADDING PRESSURES: ❑ TYPE II -A ❑ TYPE III-B [_1 TYPE V-B 5,11.4 ZONE I: +2 / --61. ZONE 2: +24.2 / -67.5 ZONE 5: +265 / -106.5 RISK GATACORY: ZONE 4: +44.0 /-51.5 ❑I ❑X 11 El III El IV ZONE 5: +44.0 / -57.5 WIND LOADS: 6EOTECHNICAL INFO: (WIND LOAD5 ARE BASED ON CH. 26 THRU 50 OF A56E 7) (FOUNDATIONS ARE BASED ON A MINIMUM 501L 5EARIN6 CAPACITY OF 2000 P50 6" DIA. STD. PIPE FILL W/ CONC. TO APPROX. WT. CROWN CONC. - OF 150 LBS. PAINT, TRAFFIC YELLOW FIN. GRADE OR TOP OF PAVEMENT. CONC. FOOTING DIA. BOLLARD DETAIL SCALE: N.T.S. 251, LAP (�VJ L --- - - - - u I #5 DOWEL IN CORNER p I (2 EA) #5 TOPB BOTTOM I (SEE BEAM DETAIL) FOOTING, FOUNDATION, TIE -BEAM CORNER DETAIL SCALE N.T.S. "U" BLOCK BOND BEAM W/ (2) #5 CONT. STD. HOOK-\ 6" MIN. EMBEDMENT I ,VFRT. REIN. IN GROUTED CELL OLEANOUT REOV. FOR GROUT LINE >5 FT. UNLE55 NOT REOV. is Sl •. < FOOTING A N • . ' ...�.... a ' REINFORCING 5TO. HOOK ONE STORY MASONRY WALL W/ "U" BLOCK BOND BEAM SCALE N.T.S. OE IM■ii�- Mi Elii. NOTE : I. LOCATION PER APPROVED DEVELOPMENT ORDER ----------- 3/4' STL SLOTTED BASE PLATE 1/4 " STL LEVELING PLATEI 31L" l4"GROUT I 000 PSI MIN. 2" HAND HOLE, L' 4- 1" 1/4"X 11" 3/4 " SLOTTED HOLES 1"ON 1/4" STL. LEVELING PLATE 3" X 3" HOLE IN BASE AND LEVELING PLATE FOR CONDUIT ACCESS 5" POLE #101-5007-25 4 - 1" X 36" X 4" ANCHOR BOLTS W/ 3 V2 " MIN. BOLT PROJECTION 4 #4 BARS WN3 TIES @ 12" - LOCATE ALTERNATE LOCATIONS FROM A.B. NOTES 1. FOUNDATION SHOWN IS A- WND LOADS OF MORE THAN UNSTABLE SOIL CONDITIO AN ALTERNATE DESIG OF SOILS VNTH SOI 2. FOUNDAT LL9 FROST DEP F 4S;A LIGHT POLE BASE DETAfL� SDI / 1/2"=1'-O" w a m E > �� LI- /I1 �aNN `ZJ C M V t y ) N d o W W I-- W U CD I Q W J r_ � J Z Z U woa' -Oo N LZu H W Q? N N w O O-' Z S qa ��tm N (n d LL Z W o J Q CO LU U) a W J U rn Q LIEW ~ r� H Q w Q Z p ZCO _W w U = O C4 LL1 g = 0 O popeves Z I, ILLI � t! 0 J_ F_ W !' W M WCO LLI J 50 N N w 1- W 0 O u a H w_ D_ `^ a0- J O n V) SEAL oOE � ..`.C.1 8 � ;NoL44 .� ONAI ROBERVROWFASE FLORIDA PE #44643 PROJECT NO. r 2018-002 :.�_.; a ,,,• ,,,.,, , ,._ r ISSUE DATE I12/21/18 CHECKED BC SHEET NO. SD1 ABBREVIATIONS AB ANCHOR BOLT ACI AMERICAN CONCRETE INSTITUTE ACS ALL COMMON SURFACES AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ARCH'L ARCHITECTURAL ALT ALTERNATE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL BO BOTTOM OF BOT BOTTOM BRG BEARING C CHANNEL CJ CONTROL JOINT CJP COMPLETE JOINT PENETRATION C CENTER LINE CLR CLEAR COL COLUMN CONC CONCRETE CONT CONTINOUS DIA/0 DIAMETER DIAG DIAGONAL DWG DRAWING EF EACH FACE EL ELEVATION EQ EQUAL EW EACH WAY FF FINISH FLOOR FLR FLOOR FND FOUNDATION FT FOOT FTG FOOTING GA GAUGE GSN GENERAL STRUCTURAL NOTES HI HIGH HORIZ HORIZONTAL ICBO INTERNATION CONFERANCE OF BUILDING OFFICAIALS ID INSIDE DIAMETER INFO INFORMATION JT JOINT K KIP (1,000 LBS) KSI KIPS PER SQUARE INCH L ANGLE LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LO LOW MFR MANUFACTURER MAX MAXIMUM MECH MECHANICAL MIN MINIMUM MISC MISCELLANEOUS NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OPP OPPOSITE PL PLATE PLF POUNDS PER LINEAR FOOT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH REQ'D REQUIRED SIM SIMILAR SPEC SPECIFICATION STD STANDARD T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TO TOP OF TOG TOP OF CONCRETE TOD TOP OF DECK TOF TOP OF FOOTING TOL TOP OF LEDGER TOP TOP OF PANEL TOS TOP OF STEEL TOW TOP OF WALL TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W WIDE FLANGE W/ WITH W/O WITHOUT WT WEIGHT WWF WELDED WIRE FABRIC PREMOLDED CONST. JOINT W/ #4 XZ4. @ 24" C.L. CONST, JOINT I TYP. SLAB REINF. T w g a NOTE: PROVIDE SAW -CUT WITHIN 24 HOURS OF SLAB CURING TO PREVENT ANY DAMAGING OF SLAB. SAW -CUT 1/4" DEPTH OF SLAB RE: S1 FOR LOCATION STRUCTURAL SPECIFICATIONS: DIVISION 3A: CONCRETE SECTION 3A: CAST -IN -PLACE CONCRETE GENERAL PROVISIONS 1. SCOPE: FURNISH AND INSTALL ALL CONCRETE FOR FOOTINGS, SUBSLABS, OUTSIDE SLABS, BASES FOR LIGHT POLES, BASES FOR SIGNS, ALL OTHER CONCRETE ITEMS, ALL NECESSARY FORMS, AND GRAVEL FILL UNDER SLABS. INSTALL PERIMETER FOUNDATION INSULATION WHICH IS FURNISHED UNDER DIVISION 7 AND ANCHOR BOLTS WHICH ARE FURNISHED UNDER DIVISION 5. 2. NOTES: NOTIFY OWNER WHEN FORMS AND REINFORCING ARE IN PLACE PRIOR TO CONCRETE POURING. 3. QUALITY CONTROL: STANDARDS INCLUDE BY REFERENCE: EXCEPT AS OTHERWISE SPECIFIED, THE FOLLOWING PUBLICATIONS OF THE AMERICAN CONCRETE INSTITUTE ARE HEREBY INCORPORATED IN THIS SPECIFICATION: "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301) "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) "RECOMMENDED PRACTICE FOR SELECTING PROPORTIONS FOR CONCRETE" (ACI 613 AND 613A) "RECOMMENDED PRACTICE FOR MEASURING, MIXING, AND PLACING CONCRETE" (ACI 614) "RECOMMENDED PRACTICE FOR WINTER CONCRETING METHODS" (ACI 604) "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" (ACI 347) MATERIALS A. CONCRETE: ALL CONCRETE FOR THIS WORK SHALL BE FURNISHED BY A CONCRETE MIXING PLANT..CEMENT SHALL BE ASTM C-175, TYPE IA AIR -ENTRAINED PORTLAND CEMENT. FINE AGGREGATE SHALL BE CRUSHED STONE OR GRAVEL HAVING HARD DURABLE UNCOATED PARTICLES RANGING IN SIZE FROM 1" DOWN TO 1/4". ALL CONCRETE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPREHENSIVE STRENGTH OF 3000 PSI AT TWENTY EIGHT (28) DAYS. SLUMP SHALL NOT EXCEED 4". B. REINFORCEMENT: METAL REINFORCEMENT FOR FOOTINGS SHALL BE STANDARD INTERMEDIATE GRADE DEFORMED BARS OF SIZES SHOWN, REINFORCING BARS SHALL BE IN ACCORDANCE WITH ASTM A615 BILLET STEEL, GRADE 60. REINFORCEMENT FOR SLABS SHALL BE WELDED WIRE MESH CONFORMING TO ASTM A185 "WELDED STEEL WIRE FABRIC FOR CONCRETE REINFORCEMENT". C. EXPANSION JOINTS: 1/2" THICK ASPHALT -SATURATED CELOTEX EXPANSION JOINT MATERIAL. D. METAL ACCESSORIES: SPACERS, CHAIRS, TIES, AND OTHER DEVICES NECESSARY FOR PROPERLY PLACING, SPACING, SUPPORTING AND FASTENING REINFORCING STEEL SHALL BE HICO CORP. OF AMERICA OR EQUAL. E. GRAVEL FILL: GRAVEL FILL UNDER SLABS SHALL BE GRADED FROM 3/8" MINIMUM TO 1 1/2" MAXIMUM. F. CONSTRUCTION JOINTS: 22 GAUGE FORMED TONGUE AND GROOVE JOINT NO. 95 BY HECKMANN, #8165 BY VULCAN OR EQUAL. G. CONCRETE SEALER: POLYSEAL BY CHEM-MASTERS CORPORATION, CHAGRIN FALLS, OHIO, SEAL TIGHT CS-309 BY W. R. MEADOWS, INC. OR DRESS AND SEAL 18 BY L & M CONSTRUCTION CHEMICALS, INC. OR EQUAL. H. VAPOR BARRIER UNDER CONCRETE FLOOR: 6 MIL. PLASTIC FILM ' MOISTOP-2" BY SISALKRAFT, "NERVASTRAL SEAL PRUF H-D", "VAPOR CHAMP", OR "PLY -BAR PLUS BY GLAS KRAFT, INC., SLATERSVILLE, RI 02876 (401) 767-2470. PERFORMANCE 1. INSTALLATION A. PREPARATION FOR CONCRETING: CONCRETE SHALL BE HANDLED FROM THE MIXER TRUCK TO PLACE OF FINAL DEPOSIT BY MEANS OF WHEELBARROWS AND SUITABLE RUNWAYS. NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCEMENT, CONDUIT, PLUMBING PIPES, AND SLEEVES ARE PROPERLY FASTENED IN THEIR CORRECT PLACES, ALL COPPER PIPES ARE WRAPPED WITH BUILDING PAPER, AND ALL CONDUIT PAINTED. COORDINATE WITH OTHER TRADES. CONCRETE SHALL BE DUMPED OR SPOUTED FROM A HEIGHT LESS THAN 3', IT SHALL BE THOROUGHLY SPADED OR VIBRATED TO EMBED ALL REINFORCEMENT AND FIXTURES. ANCHOR BOLTS SHALL BE ACCURATELY PLACED. DO NOT PLACE ANY CONCRETE WHEN THE SOIL IS FROZEN OR THE TEMPERATURE IS BELOW 40 DEGREES F UNLESS PROTECTIVE MEASURES ARE TAKEN TO PREVENT CONCRETE FROM FREEZING. PROTECT ALL CONCRETE FROM FREEZING TEMPERATURES AND FROM WASH BY RAIN FOR SEVENTY TWO (72) HOURS. B. CONCRETE FLOOR SLABS: CONCRETE FLOOR SLABS ON EARTH SHALL BE PLACED OVER WELL COMPACTED SUB -GRADE. PLACE AND COMPACT GRAVEL FILL AND INSTALL MOISTURE BARRIER OVER FILL WITH JOINTS WITH SLAB AFTER COMPLETING CONCRETE WORK. SET CONTINUOUS EXPANSION JOINTS WHERE EDGE OF SLABS ABUT VERTICAL SURFACES. SEAL JOINTS TIGHTLY AROUND OPENINGS AND PIPE PENETRATING FLOORS WITH JOINT SEALING COMPOUND. WHERE CONSTRUCTION JOINTS OCCUR, KEY SLABS WITH FORMED TONGUE AND GROOVE JOINT. WHERE FLOOR DRAINS OCCUR, FINISHED FLOOR SURFACES AND ROUGH SLAB SURFACES SHALL BE SLOPED TO THE FLOOR DRAINS TO INSURE POSITIVE DRAINAGE. C. CONCRETE CURING AND SEALING: ALL EXPOSED CONCRETE SIDEWALKS, CURB AND GUTTERS, CONCRETE DRIVEWAYS, ETC. SHALL BE CURED AND SEALED 1/2 TO 1 HOUR AFTER FINAL TROWELING, AND LATER, WHEN THEY CAN BE WALKED ON WITHOUT HARM. THE SEALING MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. D. FINISHES: SUB -SLAB IN BUILDING SHALL BE SCREEDED AND FLOATED TO REASONABLY SMOOTH SURFACE, FREE FROM STONE PROJECTIONS AND w Z VOIDS. EXPOSED SLAB AROUND BUILDING SHALL BE SCREEDED, d FLOATED AND STEEL TROWELED TO A UNIFORM SURFACE AND THEN BE LIGHTLY BROOMED BEFORE FINAL SET. EXPOSED EDGE SLAB SHALL HAVE RUBBED FINISH. PERFORMANCE CONT. E. BASES: FORM AND POUR BASES FOR LIGHT POLES AND PRIME SIGN AS SHOWN, SETTING ANCHOR BOLTS AS CALLED FOR. ALL SURFACES TO HAVE RUBBED FINISH. ANCHOR BOLTS FOR LIGHT POLES SHALL BE PROVIDED BY THE PARTY PROVIDING THE LIGHT POLES. F. CONCRETE CURBS: RUB, CURE, AND PROTECT CONCRETE CURBS AND/OR CURB AND GUTTER. PROVIDE EXPANSION AND CONTRACTION JOINTS AT A MAXIMUM OF 20' O.C. G. EXPANSION JOINTS: JOINTS IN WALKS OR APPROACHES SHALL BE AS SHOWN, WHERE NOT SHOWN, SHALL BE 20' O.C. MAXIMUM. PROVIDE EXPANSION FILLERS WHERE CONCRETE ABUTS VERTICAL FACES OF BUILDING OR OTHER CONCRETE. H. CONTROL JOINTS: JOINTS IN SLABS SHALL BE AS SHOWN. 1: CONCRETE FILL FOR CONCRETE MASONRY UNITS: FILL CONCRETE MASONRY UNITS WHERE INDICATED WITH CONCRETE IN LIFTS OF Z OR LESS. INSTALL REINFORCEMENT SHOWN. DIVISION 4: MASONRY SECTION 4A: MASONRY GENERAL PROVISIONS 1. SCOPE: FURNISH AND INSTALL LABOR, MATERIALS, AND EQUIPMENT `NECESSARY TO COMPLETE MASONRY WORK AS SHOWN ON DRAWINGS AND :ELEVATIONS. 2. NOTES: A. NO MASONRY WORK SHALL BE DONE WHEN THE TEMPERATURE IS 40 DEG FOR BELOW AND FALLING OR FREEZING TEMPERATURES ARE PREDICTED WITHIN TWENTY FOUR (24) HOURS, UNLESS ADEQUATE PROTECTION IS PROVIDED, 3.' SUBMISSIONS: SUBMIT FACE BRICK TO OWNER FOR APPROVAL PRIOR TO CONSTRUCTION TO MATCH SAMPLES ON FILE WITH POPEYE'S CONSTRUCTION REPRESENTATIVE. MATERIALS 1. BRICK: A. FACE BRICK SHALL CONFORM TO ASTM SPECIFICATION C-216. BRICK SHALL BE NORMAL SIZE (2 1/2" X 7 5/8" X 3 5/8"), UNIFORM IN SIZE, SHAPE, AND COLOR. BRICK TEXTURE AND THRU-BODY COLOR SHALL MATCH SAMPLES ON FILE WITH THE AFGS FIELD REPRESENTATIVE. B. BUILDING BRICK SHALL CONFORM TO ASTM SPECIFICATION C62. USE GRADE SW FOR FOUNDATIONS, WORK BELOW GRADE, AND WORK IN CONTACT WITH EARTH. USE GRADE MW FOR WALLS ABOVE GRADE. BRICK SHALL BE NORMAL SIZE (2 1/2" X 7 5/8" X 3 5/8"), UNIFORM IN SIZE AND SHAPE. USE BUILDING BRICK FOR WORK NOT EXPOSED TO VIEW. 2. CONCRETE MASONRY UNITS: SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATIONS C-90 FOR HOLLOW LOAD -BEARING LIGHTWEIGHT CONCRETE MASONRY UNITS, GRADE N. FACE DIMENSIONS SHALL BE NOMINAL 4" X 16", OR 6" X 16", OR 8" X 16", UNLESS SPECIFICALLY NOTED OTHERWISE. ALL AGGREGATES USED IN THE MANUFACTURE OF THESE MASONRY UNITS SHALL BE SOLITE, ROCKLITE, OR HAYDITE, CONFORMING TO ASTM C-331. 4:. JOINT REINFORCEMENT AND ANCHORS: A. BEARING WALLS: MASONRY JOINT REINFORCEMENT FOR EXTERIOR WALLS SHALL BE SIZED FOR APPROPRIATE WALL THICKNESS TO PROVIDE 5/8" MINIMUM MORTAR COVERAGE ON THE FACES OF MASONRY CAVITY WALLS AND COMPOSITION OF 3/16" DEFORMED SIDE RODS AND 3/16" CROSS RODS. ALL REINFORCEMENT SHALL BE HOT DIP GALVANIZED. PRODUCTS SHALL BE AS MANUFACTURED BY DUR-O-WALL, AA WIRE PRODUCTS, OR EQUAL. B. VENEER WALLS WITH WOOD STUDS: 16 GAUGE GALVANIZED STEEL CORRUGATED MASONRY WALL TIES NOT LESS THAN 7/8" WIDE AND 5 1/2" LONG. C. VENEER WALLS WITH METAL STUDS: HOT DIPPED GALVANIZED METAL ANCHOR PLATE AND WIRE TIE #AA 401-S WITH AA 335 1 1/4" SELF TAPPING SCREWS BY AA WIRE PRODUCTS COMPANY (312) 586-6700 OR #D/A 213 WITH DA 607 x 1 1/2" SELF TAPPING SCREW BY DUR-O-WALL, INC. 1 (800) 323-0090. 5, BRICK AND CONCRETE BLOCK MORTAR: TYPE M OR S, CONFORMING TO ASTM C-270, COLOR TO MATCH SAMPLES ON FILE WITH THE POPEYES' FIELD REPRESENTATIVE FOR EXPOSED MASONRY AND UNCOLORED MORTAR d FOR. CONCEALED BACK-UP MATERIALS. A. CEMENT: SHALL BE STANDARD BRAND OF GRAY PORTLAND, CONFORMING TO ASTM C-150, TYPE I OR II. B. SAND: SHALL BE CLEAN, SHARP BUILDERS SAND CONFORMING TO ASTM C-144. C. LIME: SHALL BE CALCIUM, TYPE S, CONFORMING ASTM C-207. D. WATER: SHALL BE POTABLE, FREE FROM INJURIOUS ALKALIES OR ACIDS, CONFORMING TO ASTM C-270. E. PLASTICIZING AGENT: SHALL BE OMICRON, OR APPROVED EQUAL, USED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. F. SUBSTITUTION: PREPARED MIX SHALL CONFORM TO THE LIME - CEMENT MORTAR AND COLORS AS SPECIFIED ABOVE. - FBC FASTENING SCHEDULE (159 MPH) NLN TC N FASTENER NUMBER OR SPACING 1. JOIST T SILL OR GIRDER f 3-8d COMMON TOENAIL 2. BRIDGING TO JOIST 2-8d COMMON TOENAIL EA. END 3. 1x6 SUBFLOOR OR LESS TO EA. JOIST 2-8d COMMON FACE NAIL 4. WIDER THAN 1x6 SUBFLOOR TO EA. JOIST 3-8d COMMON FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON BLIND & FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d 16" O.C. TYP. FACE NAIL SOLE PLATE TO JOIST/BLOCKING AT BRACED WALL PANEL 3-16d PER 16" O.C. BRACED WALL PANELS 7. TOP PLATE TO STUD 8. STUD TO SOLE PLATE 2-16d COMMON END NAIL 9. DOUBLE STUDS 4-8d COMMON 2-16d COMMONI TOENAIL END NAIL 10. DOUBLE TOP PLATES 16d 24" O.C. FACE NAIL 11. BLOCKING BETWEEN JOISTS AND RAFTERS TO TOP PLATE 16d 16" O.C. 8-16d COMMONI TYP. FACE NAIL I LAP SPLIC 12. RIM JOIST TO TOP PLATE 3-8d COMMON TOENAIL 13. TOP PLATES, LAPS & INTERSECTIONS 8d 6" O.C. TOENAIL 14. CONTINUOUS HEADER TWO PIECES 2-16d COMMON FACE NAIL 15. CEILIN JOISTS TO PLATE 16d COMMON 16" O.C. ALONG EDGE 16. CONTI UOUS HEADER TO STUD 3-8d COMMON TOENAIL 17. CEILI Q JOISTS LAPS OVER PARTITIONS SECTION 2308.10.4.1 TABLE 2308.10.4.1 4-8d COMMON TOENAIL 18. CEI-INQ JOISTS TO PARALLEL RAFTERS SECTION 2308.10.4.1 TABLE 2308.10.4.1 3-16d COMMON MIN., TABLE 2 08.10.4.1 FACE NAIL 19, RAFTER TO PLATE SECTION 2308.10.1 TABLE 2308.10.1 3-16d COMMON MIN. TABLE 08,10.4.1 FACE NAIL 20. 1" DIAGONAL BRACE TO EA. STUD & PLATE 3-8d COMMON TOENAIL 21, 1x8 O LESS SHEATHING TO EA. BEARING WALL 2-8d COMMON FACE NAIL 22. OVER 1 x8 SHEATHING TO EA. BEARING 2-8d COMMON FACE NAIL 23. BUILT-UP CORNER STUDS 3-8d COMMON FACE NAIL 24, BUILT-UP GIRDERS AND BEAMS 16d COMMON 24" O.C. {FACE NAIL AT TOP AND 20d COMMON 32" O.C. BOT. STAGGERED ON OPP. SIDES 25. 2" PLANKS 2-20d COMMON FACE NAIL ENDS & EA. SPLICE 26. COLLAR TIE TO RAFTER 16d COMMON AT EACH BEARING 27. JACK RAFTER TO HIP 3-10d COMMON FACE NAIL 28. ROOF RAFTER TO 2-BY RIDGE BEAM 3-10d COMMON 2-16d COM N TOENAIL FACE NAIL 29. JOIST O BAND JOIST 2-16d COMMON 2-16d COM N ENAIL E N I 30. LEDGER STRIP 3-16d COMMON FACE NAIL 3-16d COMMON FACE NAIL PERFORMANCE 1. ALL MASONRY: A. CUTTING TO FIT ELECTRICAL OUTLETS, SWITCHES, PANELS, OTHER DEVICES OR SPECIAL CONDITIONS SHALL BE DONE WITH A MASONRYSAW. B. PROTECTION: ALL MATERIAL AND WALLS SHALL BE COVERED AND PROTECTED AGAINST WEATHER DURING CONSTRUCTION. C. BOND: SHALL BE COMMON BOND UNLESS OTHERWISE INDICATED. D. JOINTS: SHALL BE TOOLED TO FORM A TIGHT -TOOLED CONCAVE JOINT. E. WEEPS: PLACE WICKS IN WEEPS AT 24" ON CENTER MAXIMUM AT THE GROUND LEVEL COURSE OF ALL BRICK WALLS. 3. JOINT REINFORCEMENT: A. BEARING WALLS: SHALL BE INSTALLED CONTINUOUSLY IN HORIZONTAL COURSES AT 16" O.C. VERTICALLY. THE TOP TWO (2) COURSES ABOVE THE REAR DOOR SHALL BE REINFORCED AND EXTEND 24" BEYOND THE OPENING. LAP SPLICES A MINIMUM OF 6" FOR CONTINUITY. B. VENEER WALLS: MASONRY WALL TIES SHALL BE INSTALLED AT 24" O.C. HORIZONTALLY AND 10.5" VERTICALLY ATTACHED DIRECTLY TO STUDS, WITH SCREW SPECIFIED. 4. MORTAR: MORTAR SHALL BE MIXED AND USED IN ACCORDANCE WITH APPLICABLE CODES AND THE DICTATES OF GOOD PRACTICE. COLOR TO MATCH FINISH SCHEDULE. 5.. BUILT-IN WORK: BUILT-IN WORK SPECIFIED UNDER OTHER DIVISIONS OF THE SPECIFICATIONS AS THE WORK PROGRESSES. 6. THRU WALL FLASHING: INSTALL WHERE SHOWN ON DRAWINGS, PAN ALL CORNERS. WHERE JOINTS ARE NECESSARY, LAP FLASHING 3" AND CEMENT WITH HIGH GRADE ASPHALTIC CEMENT. DIVISION 5: METALS SECTION 5A: STRUCTURAL STEEL GENERAL PROVISIONS 1. SCOPE: FURNISH AND INSTALL STRUCTURAL STEEL AND ALL INCIDENTAL ANCHOR BOLTS, EXPANSION BOLTS, HEX BOLTS, AND WALL TIES. 2. SHOP DRAWINGS: SUBMIT FOUR (4) COPIES OF SEALED ENGINEERING SHOP DRAWINGS TO THE OWNER'S FIELD REPRESENTATIVE. MATERIALS 1. STRUCTURAL STEEL: STRUCTURAL STEEL FOR ALL WORK EXCEPT AS OTHERWISE INDICATED OR SPECIFIED SHALL CONFORM AT ASTM A36. 2. BOLTS: ASTM A325, USE HIGH -STRENGTH STEEL BOLTS FOR ALL LOCATIONS. ANCHOR BOLTS FOR BEARING STUD WALLS TO HAVE 1 1/2" O.D. STEEL WASHERS. 3. FILLER METAL FOR WELDING: WELDING ELECTRODES FOR MANUAL SHIELDED METAL ARC WELDING SHALL CONFORM TO ASTM A233, E-70 SERIES. 4. SHOP COAT: THE STANDARD SHOP PAINT SHALL CONFORM TO ONE (1) OF THE FOLLOWING: A. RUST INHIBITIVE PRIMER #476 RED, SOUTHERN COATINGS AND CHEMICAL CO. B. STEEL STRUCTURES PAINTING COUNCIL SPECIFICATIONS 15-613T, TYPE I (RED OXIDE). C. FEDERAL SPECIFICATIONS TT-P-636 (RED OXIDE). PERFORMANCE 1. FABRICATION: A. UNLESS OTHERWISE INDICATED OR SPECIFIED, THE FABRICATION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION - "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." PUNCH AND DRILL STEEL FOR ATTACHMENT OF WOOD NAILERS AND OTHER MATERIALS INDICATED OR SPECIFIED TO BE ATTACHED TO STEEL. B. COMPLETE DESIGN OF MEMBERS AND CONNECTIONS FOR ANY PORTIONS OF THE STRUCTURE NOT INDICATED ON DESIGN DRAWINGS. C. PROVIDE BEARING PLATES FOR MEMBERS RESTING ON CONCRETE OR MASONRY, WITH THE EXCEPTION OF LOOSE LINTELS. BEARING STRESS SHALL NOT EXCEED THE FOLLOWING: (1) BRICKWORK - 250 P.S.L. (2) CONCRETE BLOCK- 80 P.S.I., GROSS AREA, AND (3) CONCRETE - 1,000 P.S.I. D. WHERE LINTEL ANGLES OCCUR IN PAIRS THEY SHALL BE BOLTED .TOGETHER. E. SHOP PAINTINGS: APPLY ONE (1) SHOP COAT OF RUST INHIBITIVE PAINT TO ALL STEEL SURFACES, EXCEPT SURFACE AREAS TO BE IMBEDDED IN CONCRETE OR FIELD WELDED. 2. INSTALLATION: A. APPLICABLE STANDARDS: ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS, AND BRIDGES", AND WITH MODIFICATIONS AND OTHER SPECIFIC REQUIREMENTS f1FSCRIRFD HFRFIN. INSTALLATION CONT. B. HIGH -STRENGTH STEEL BOLTS: WHERE STRUCTURAL JOINTS ARE MADE USING HIGH -STRENGTH BOLTS, HARDENED WASHERS, AND NUTS TIGHTENED TO A HIGH TENSION, MATERIALS, METHOD OF INSTALLATION AND TENSION CONTROL, TYPE OF WRENCHES TO BE USED, AND INSPECTION METHODS SHALL CONFORM TO AISC SPECIFICATIONS FOR "STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." C. FIELD WELDS SHALL BE CLEANED AND PAINTED WITH RUST INHIBITIVE PRIMER PAINT. WHERE RUSTING OF STEEL MEMBERS OCCURS PRIOR TO ACCEPTANCE OF THE BUIL DING, THE RUST C SPOTS SHALL BE REMOVED BY SANDBLASTING TO BARE METAL AND REPAINTED WITH RUST INHIBITIVE PRIMER. D. CERTIFIED WELDING IS REQUIRED FOR ALL RIGID FRAME CONDITIONS. (SEE DRAWINGS.) SECTION 56: MISCELLANEOUS METAL FABRICATORS GENERAL PROVISIONS 1. SCOPE: FURNISH AND INSTALL PIPE GUARDS AND METAL GATES FOR TRASH DUMPSTER'S AREA, STEEL ROOF ACCESS LADDER, EXTERIOR HANDRAILS. MATERIAL 1. PIPE GUARDS: 4" STANDARD STEEL PIPE. 2. ROOF ACCESS LADDER, DUMPSTER GATES AND POSTS, AND EXTERIOR HANDRAILS METAL SHALL CONFORM TO ASTM A-36 OF SIZES SHOWN. A. SHOP PAINTING: APPLY ONE (1) SHOP COAT OF RUST INHIBITIVE PAINT TO ALL STEEL SURFACES, EXCEPT SURFACE AREAS TO BE IMBEDDED IN CONCRETE OR FIELD WELDED. B. WELDS SHALL BE CLEANED AND PAINTED WITH RUST INHIBITIVE PRIMER PAINT. WHERE RUSTING OF STEEL MEMBERS OCCURS PRIOR TO ACCEPTANCE OF THE BUILDING, THE RUST SPOTS SHALL BE REMOVED BY SANDBLASTING OR GRINDING TO BARE METAL AND REPAINTED WITH RUST INHIBITIVE PRIMER. 3. EXTERIOR HANDRAILS: AS SHOWN ON SITE PLAN. PERFORMANCE 1. INSTALLATION: A. PIPE GUARDS: SET PIPE IN CONCRETE. FILL PIPES WITH CONCRETE AND INSTALL PVC TOP CAP. B. STEEL ROOF ACCESS LADDER: INSTALL AS SHOWN. C. METAL GATES: INSTALL AS SHOWN. D. EXTERIOR HANDRAILS: HANDRAILS SHALL BESET IN CONCRETE WITH POR-ROK EPDXY GROUT. INSTALL AS SHOWN. DIVISION 6: WOOD SECTION 6A: ROUGH CARPENTRY GENERAL PROVISIONS 1. SCOPE: FURNISH AND INSTALL ALL WOOD TRUSSES, ALL ROOF FRAMING, ROOF DECK, EXTERIOR SHEATHING, AND ALL BLOCKING, CLIPS, AND ACCESSORIES. 2. NOTES: FRAMING SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. 3. QUALITY CONTROL: ALL PLYWOOD SHALL BE AMERICAN PLYWOOD ASSOCIATION (APA) GRADE -TRADEMARKED. 4. SHOP DRAWINGS: SUBMIT FOUR (4) COPIES OF SEALED ENGINEERING SHOP DRAWINGS OF THE INTENDED TRUSS DETAILS TO THE OWNER'S REPRESENTATIVE. _5. DELIVERY AND STORAGE: WHEN DELIVERED TO THE SITE, THE MOISTURE CONTENT OF FRAMING LUMBER SHALL BE NOT MORE THAN 19%. MATERIALS 1. FRAMING, LUMBER FOR STUDS, POSTS, BLOCKING, PLATES, CEILING JOISTS, TRUSSES, FURRING, AND RAFTERS SHALL BE SOUTHERN PINE NO. 2 OR EQUAL GRADE WITH A MINIMUM EXTREME FIBER BENDING, FB, OF 1200 PSI. 2. TREATED LUMBER: ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE DECAY -RESISTANT PRESSURE -TREATED WITH WATER SOLUTION OF PRESERVATIVE CHEMICALS AND THEN AIR SEASONED OR KILN DRIED. WOLMANZIED BY KOPPERS COMPANY, INC., 1900 KOPPERS BUILDING, PITTSBURGH, PA, OR OSMOSE K-33 BY OSMOSE WOOD PRESERVING CO. OF AMERICA, INC., BUFFALO, NY. 3. WALL SHEATHING: REFER TO STRUCTURAL NOTES ON DRAWINGS. 4. PLYWOOD ROOF SHEATHING: REFER TO STRUCTURAL NOTES ON DRAWINGS. 5. SHEET METAL ANCHORS AS REQUIRED SHALL CONFORM TO ASTM A-93 AND BE SIMPSON DESIGNATIONS SHOWN OR EQUAL TO TECO, SILVER, OR HECKMAN. FBC FASTENING SCHEDULE (159 MPH) CONNECTION FASTENER NUMBER OR SPACING 1. BAND JOIST TO SILL OR TOP PLATE TOE NAIL 8d 6" O.C. 2. JOIST TO BAND JOIST FACE NAIL 16d COMMON 3 3. JOIST TO SILL OR GIRDER TOE NAIL 8d COMMON 3 4. BRIDGING TO JOIST TOE NAIL EACH END 8d COMMON 2 5. LEDGER STRIP 16d COMMON 3 EA. JOIST 6. 1x6 OR LESS SUBFLOOR TO EA. JOIST FACE NAIL 8d COMMON 2 7. OVER 1x6 SUBFLOOR TO EA. JOIST FACE NAIL 8d COMMON 3 8. 2" SUBFLOOR TO JOIST/GIRDER BLIND & FACE NAIL 16d COMMON 2 9. SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 16d COMMON 16" O.C. 10. TOP OR SOLE PLATE TO STUD END NAIL 16d COMMON 2 11. STUD TO SOLE PLATE TOE NAIL 8d COMMON 4 12. DOUBLED STUDS FACE NAIL 10d COMMON 24" O.C. 13, DOUBLED TOP PLATES FACE NAIL 10d COMMON 16" O.C. 14. TOP PLATES LAP AND INTERSECTIONS FACE NAIL 2 16d/ 3 10d COMMON 15. CONTINUOUS HEADER TWO PIECES 16d COMMON 16" O.C. ALONG EDGE 16. CEILING JOISTS TO PLATE TOE NAIL 8d COMMON 3 17. CONTINUOUS HEADER TO STUD TOE NAIL 18. C ILING JOISTS LAPS OVER PARTITIONS FACE NAIL 19. CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL 8d COMMON 3 (3)16d/(4)10 MMON (3)16d/(4 10d 20. RAFTER TO PLATE TOE NAIL 8d COMMON 3 21. 1" BRACE TO EA. STUD & PLATE FACE NAIL 8d COMMON 2 22. 1x8 OR LESS SHEATHING TO EA. BEARING FACE NAIL 8d COMMON 2 23. OVER 1x8 SHEATHING TO EA. BEARING FACE NAIL 24. BUILT-UP CORNER STUDS 25. BUILT-UP GIRDERS/BEAMS, OF THREE MEMBERS 26. 2" PLANKS 27. STUDS TO SOLE PLATE END NAIL W COMMON 16d COMMON 20d COMMON 16d COMMON 16d COMMON 3 24" O.C. 32" O.C.OP & BOT. & STAGGERED 2 ENDS & EA. SPLICE 2 EA. BEARING 2 EA. END MATERIALS CONT. 6. NONCOMBUSTIBLE LUMBER AND PLYWOOD AS NOTED SHALL BE FIRE RETARDANT TREATED WITH PRESSURE -IMPREGNATED FIRE RETARDANT MONOMERIC RESIN SOLUTION AND THEN KILN DRIED TO CURE CHEMICALS IN WOOD. TREATMENT SHALL HAVE U.L. DESIGNATION OF FRS OR FLAME SPREAD RATING NOT GREATER THAN 25. DRICON BY KOPPERS COMPANY, INC., PITTSBURGH, PA, OR OSMOSE FLAME PROOF LHC BY OSMOSE WOOD PRESERVING CO. OF AMERICA, INC., BUFFALO, NY. 7. WOOD SLEEPERS TO BE KILN DRIED REDWOOD OR CYPRESS, GRADE B OR BETTER. 8. BLOCKING SUPPLIED AND INSTALLED BY INDIVIDUAL TRADES AS REQUIRED SHALL BE COORDINATED BY GENERAL CONTRACTOR. FOR PROPER LOCATION AND INSTALLATION. 9. FASTENERS: A. NAILS SHALL BE COMMON STEEL WIRE FEDERAL SPECIFICATIONS FF-N-101 EXCEPT AS OTHERWISE NOTED, LENGTH SHALL BE 2 1/2 TIME THICKNESS OF PIECt NAILED MINIMUM. ALL NAILS FOR EXPOSED WORK SHALL BE FINISHING OR CASING NAILS WITH HEADS SET. USE ALUMINUM ALLOY OR STAINLESS STEEL NAILS FOR EXTERIOR WORK. B. SELF -TAPPING SHEET METAL SCREWS SHALL BE USED WHEN ATTACHING WOOD TO METAL FRAMING. C. HARDENED STEEL NAILS SHALL BE USED WHEN ATTACHING WOOD TO CONCRETE OR MASONRY. 10. NAIL STOPPERS SHALL BE NS-16, 16 GAUGE GALVANIZED STEEL TO CONFORM TO NATIONAL ELECTRIC CODE, BY SIMPSON COMPANY OR EQUAL BY TECO OR SILVER. PERFORMANCE. 1. INSTALLATION: PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE WOOD FRAME IN ALIGNMENT UNTIL ALL ROOF TRUSSES, WALL TRUSSES, GIRDERS, ROOF DECKS, FLOOR DECKS, AND WALLS ARE IN PLACE. BRACING RECOMMENDATIONS BY THE WOOD TRUSS COUNCIL OF AMERICA REFER TO MINIMUM BRACING GUIDELINES. INSTALL ALL FRAMING PLUMB, LEVEL AND TRUE. INSTALL FRAMING ANCHORS AS RECOMMENDED BY MANUFACTURER. TRUSSES SHALL BE INSTALLED LEVEL, PLUMB, TRUE, AND SLOPE AS INDICATED AND SPACED IN ACCORDANCE WITH TRUSS LAYOUT PLAN. TRUSSES SHALL BE ANCHORED WITH METAL CLIPS TO WITHSTAND UPLIFT FORCES. ALL PERMANENT BRACING ELEMENTS SHALL BE INSTALLED ACCORDING TO THE TRUSS FABRICATORS DETAILS. PROVIDE STUDS OR BLOCKING FOR ALL ACCESSORIES ATTACHED TO WALLS SUCH AS LADDER, TOILET ACCESSORIES, TOILET PARTITIONS, SHELVING, AND COUNTERS. 2. NAILING SCHEDULE FOR PLYWOOD: A. WALL, AND ROOF SHEATHING -NAILING SHALL BE ACCORDING TO SHEATHING NAILING SCHEDULE. REFER TO STRUCTURAL DRAWINGS. B. PANEL END JOINTS TO OCCUR OVER FRAMING. ALLOW 1/16" SPACING AT PANEL ENDS AND 1/8" AT PANEL EDGES. C. POWER NAILING SHALL USE THE SAME NAIL SIZE AS SPECIFIED. THE NAIL HEAD SHALL NOT BE DRIVEN BELOW THE SURFACE OF THE PLYWOOD, 3. NAILING SCHEDULE FOR FRAMING: ALL FRAMING SHALL BE NAILED WITH MINIMUM CONNECTIONS MEETING THE REQUIREMENTS OF LOCAL AND/OR NATIONAL BUILDING CODES AND/OR AS INDICATED ON THE STRUCTURAL FRAMING DRAWINGS AND NOTES. 4. INSTALL NAIL STOPPER TO PROTECT WATER, GAS, AND. ELECTRIC LINES THAT PENETRATE THE FRAMING MEMBERS. EMBEDMENT LENGTHS CONCRETE 28-DAY COMPRESSIVE STRENGTH - 3,000 PSI BAR SIZE - BARS - STRAIGHT HOOKED BARS "TOP" BAR OTHER BAR 3 1'-10" V-5" 0'-9" 4 2'-5" 1'-10" 0'-11" 5 T-0" 2'-4" 1'-2" 6 3'-7" 2,,9" V-5" 7 5'4" 4'-0" 1'-8" 8 6-0" 4'-7" VA 0" 9 6'-8" 5'-2" 2'-1" 10 T 5" 5'-9" 2'-4" GRADE 60 REINFORCEMENT. MINIMUM LENGTHS SHOWN ABOVE SHALL BE USED UNLESS OTHERWISE NOTED ON THE PLANS. "TOP" BARS ARE HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. LAP SPLICE LENGTHS CONCRETE 28-DAY COMPRESSIVE STRENGTH - 3,000 PSI BAR SPACING 6" OR GREATER SPACING LESS THAN 6" SIZE "TOP" BAR OTHER BAR "TOP" BAR OTHER BAR 3 2'-5" 1'-10" 2'-11" 2'-3" 4 T-2" 2'-5" 3'-10" T-11" 5 3'-11" 3'-1" 4'4" T-9" 6 4'-8" T-7" 5'4" 4'-4„ 7 6'-10" 51-3" 814" 64° 8 T-10" 6'-0" 9'-5" 71_311 9 8.41 6'4" 10'-5" 8'4° 11 10'-8" 8'-3" 12'-10" 9'-11" GRADE 60 REINFORCEMENT. MINIMUM LENGTHS SHOWN ABOXTIa BE USED UNLESS OTHERWISE NOTED ON THE PLANS. 'TOP J`� HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 FRESH CONCRETE IS CAST IN THE MEMBER BELOW aa�� �J� Gpt�'GO G � vJGO GG y�. 6" W U 0 LU W Of m O O Z W W _ H L U Z W _ Z 0 U W 1-3 _ H Z U z Z W U O 0 W CA W 2 H O H U F-- CD F D_ w [L O Of a 0' LU O J J Z ¢ _ CD d O U U F- N LU K W W w J Cn Cn W w D- X LU U) J Lij � 11z 1 W Lu L1J = z U 0 z Q LLI J O II J CD + � J w U m W N M rn Z. Lu ~ Z LL W W U y d U ~ m '> ^ C M uj > N N M Z o Q 0 U N N N C 'y g ¢ � � COLm Z L L] o J Q m J U) 0- LLl J Q LLJ = U W ~ o m w z z w U Q Q > = ? O U N W Y¢ = ~ O "., a. _ __ pope�es z LJJ q5 01-1 J � Q U) U) W J ° zW`Z�Lu v N w CLv 1) J v 0 SEAL w x w W z O V LL_ U w �n`^ vJ Q Q Q U L.L. ,O�111T 11111j,1s',�r � No * 643 O O F 4/1 RO��ERry 1y�yY��L61A1BE�� FLORIDA PE. #44643 PROJECT NO. as 2018-002 ISSUE DATE 12/21/18 -- MOP SINK DRAIN S3 3 6 X= 2'-4" Y= 28'-11" • J �i O X 34,_7" X=48,_7„ I 0 _ 0 Y=28,_4„ Y=28'-4„ 0 Y=28,_3„ o Y=28,4„ • INSIDE SURFACE---_© ( CO X=7'-8" 0 X 21 1' o WOO 0 ... CID OF FOOTING Y=26,_2„ Y=26-2" X=36'-11' X 42'-O" X=46'-0' Y_2612" Y=26-4" Y=26'-4" Y=26 4 _ CID CD ',. WCO X=15_8„ WCO X=21'-11 WCO o X=33 6' oWCO CID I Y=22-2" Y=22-2" X_49,_9:, C.: 0 -3 o Y=23 -9 Y=23,_9„ X=18 0' 0 U 0 X 28-10 d � --- Y=21 7 Y=21-7" U 0 X=10,_0„ Y=20,_7„ ��� NOTE: WCO 0 e-_) X-34'-9" ALL CORE DRILLING TO BE X=33'-6' Y=18'-11" COORDINATED WITH SEATING X=14'-6" Y=18'-11' (CD) L— J 9 SUPPLIER O1 rl S3 X=26 -0" C.J. Y=16 -6" X=39.2, CD _.. C.J. 0 X=19'-6' X=25-4' g I X 14'-O" Y=1T-4" Y=13-4 • _ Y_11 8„ S3 I � IX=15 -2' X=39'-0' RIM OF T-0" DIA.AREA EL 0' 0 1/4" TYP 4" CONCRETE @ - - ( ) PAD W/ THICKEN EDGE r FLOOR DRAIN @ EL. -0'-0 1/2" (TYP) X=17'-8" ��Q 6 4� I CO C3 d X=29,_9„ X=16,_0„ Y_6,_4" 10 -- S3 - � Y= 5'-7" X=24'4" 1p — — — — X= 39'-0' Y-2 3 WCO Y=1 -11 WCO WCO Y= 1'-10 n X=11'_2„ 'X=24'-8" X=32,_5„ t oy=10 _ Y=10„- y I Y-10" I C� L. ❑X: O,OCOORDINATE X-AXIS _ _. _. _.. i._... L Y: (REF. POINT) (COORD. ARE TO C.L. OF FIXTURE) 9 S3 1 FOUNDATION PLAN S1 1/4„=11_011 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PREVENTION, IN INITIAL CHEMICAL SOIL TREATMENT INSIDE THE FOUNDATION PERIMETER SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. SOIL AREA DISTURBED AFTER INITIAL CHEMICAL SOIL TREATMENT SHALL BE RETREATED WITH CHEMICAL SOIL TREATMENT, INCLUDING SPACE BOXES OR FORMED, SPACE IN CONCRETE FLOORS BOXED OUT OR FORMED FOR THE SUBSEQUENT INSTALLATION OF PLUMBING TRAPS, DRAINS OR ANY OTHER PURPOSE SHALL BE CREATED BY USING PLASTIC OR MENTAL PERMANENTLY PLACED FORMS OF SUFFICIENT DEPTH TO ELIMINATE ANY PLANNED SOIL DISTURBANCE AFTER INITIAL CHEMICAL SOIL TREATMENT. CHEMICALLY TREATED SOIL SHALL BE PROTECTED WITH A MINIMUM 6 MIL VAPOR RETARDER TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. ANY WORK, INCLUDING PLACEMENT OF REINFORCING STEEL, DONE AFTER CHEMICAL TREATMENT UNITE THE CONCRETE FLOOR IS POURED, SHALL BE DONE IN SUCH MANNER AS TO AVOID PENETRATING OR DISTURBING TREATED SOIL. CONCRETE OVER POUR OR MORTAR ACCUMULATED ALONG THE EXTERIOR FOUNDATION PERIMETER SHALL BE REMOVED PRIOR TO EXTERIOR CHEMICAL SOLID TREATMENT, TO ENHANCE VERTICAL PENETRATION OF THE CHEMICAL. CHEMICAL SOIL TREATMENTS SHALL ALSO BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT (305 MM) OF THE PRIMARY STRUCTURE SIDEWALLS. ALSO, A VERTICAL CHEMICAL BARRIER SHALL BE APPLIED PROMPTLY AFTER CONSTRUCTION IS COMPLETED, INCLUDING INITIAL LANDSCAPE AND IRRIGATION / SPRINKLER INSTALLATION. ANY SOIL DISTURBED AFTER THE CHEMICAL VERTICAL BARRIER IS APPLIED SHALL BE PROMPTLY RETREATED. ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRE -CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE -CONTAINING MATERIALS AND SHALL RECEIVE APPLICATION OF A TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE. 3 TERMITE PROTECTION S1 N.T.S. Y=16-6' X=42 -8' Y= 6 38'-4" 0 X=48'-6" T Y_ 6"_ WCO 0 X 44'-6" AO Y-1 -6" H III C.J. FF7 I "1 REFERE 4iaR7 DINING ROOM i —INSIDE SURFACE OOF FOOTING A. CD CORE I` DRILLEPD (CD, TYP.) C® CD C: cj J 9 S3 VERTICAL REINFORCEMENT AT 16" O.C. MAX CONCRETE FOOTING SCHEDULE LABEL TYPE LENGTH WIDTH DEPTH BOTTOM REINF. TOP REINF. REMARKS LONG WAY SHORT WAY LONG WAY SHORT WAY OA MONO CONT. 2'-8" 1'-6" (4) #5 N/A (1) #5 TRANSVERSE @ 8" O.C. APPLICABLE CODES: BUILDING: FLORIDA BUILDING CODE, 6TH EDITION, (2017) BUILDING MECHANICAL: FLORIDA BUILDING CODE, 6TH EDITION, (2017) MECHANICAL PLUMBING: FLORIDA BUILDING CODE, 6TH EDITION, (2017) PLUMBING ACCESSIBILITY: FLORIDA BUILDING CODE, 6TH EDITION, (2017) ACCESSIBILITY ENERGY: FLORIDA BUILDING CODE, 6TH EDITION, (2017) ENERGY CONSERVATION ELECTRICAL: NFPA 70, NEC 2011 EDITION FIRE: FLORIDA FIRE PREVENTION CODE, 6TH EDITION, (2017) NFPA 1 & NFPA 101 METHOD OF DESIGN: DESIGNED PURSUANT TO 2017 FLORIDA BUILDING CODE, SECTION 1623, AND ASCE 7-10 BASIC WIND SPEED: Q 159 MPH (ULTIMATE DESIGN) = 136 MPH (NOMINAL DESIGN) RISK CATEGORY: GENERAL NOTES: 1. TYPICAL SLAB CONSTRUCTION TO BE 4" 3000 PSI CONCRETE WITH 6X6 WWF PLACE OVER 6 MIL VAPOR BARRIER, AND COMPACTED TERMITE -TREATED FILL AS REQUIRED. 2. FOUNDATION IS DESIGNED FOR ALLOWABLE SOIL PRESSURE OF 2500 P.S.F. G.C. 3. PLUMBING ITEMS ARE SHOWN FOR GENERAL INFORMATION ONLY. CONTRACTOR TO COORDINATE EXACT LOCATION OF ITEMS WITH PLUMBING SHEETS AND EQUIPMENT ROUGH -IN DIAGRAMS. - VERIFY WITH EQUIP. SUPPLIER. 4. COORDINATE EXACT LOCATION & TYPE OF ALL REQUIRED DRAINS W/ PLUMBING PLANS 5. FINISH FLOOR TO BE SLOPED TO FLOOR DRAINS AT KITCHEN/RESTROOM AREA. G.C. TO VERIFY EXACT TOP ELEVATION OF ALL PLUMBING FIXTURES PRIOR TO CONSTRUCTION 6. PROVIDE SAWN CONTROL JOINTS 1/4 OF SLAB THICKNESS @ 17'-0" O. C. MAX. EACH DIRECTION. LEGEND: FD - FLOOR DRAIN FS - FLOOR SINK CO - CLEANOUT HD - HUB DRAIN CD - CORE DRILL MJ - MASONRY JOINT NOTE: 1. SEE EQUIP. PLAN, FOR CORE DRILLED LOCATION FOR THE QUEUE LINE, LOW WALL AND TABLE BASE POSTS. 2. SEE SHEET S-4 FOR SHEAR WALL REINFORCEMENT AT EXTERIOR BUILDING WALLS 3. EXTERIOR DIMENSIONS ARE FROM EDGE OF FOUNDATION. NOTE TO MASONRY CONTRACTOR: THE MASONRY CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL MASONRY OPENINGS WITH PROPER MANUFACTURE'S SPEC. PRIOR TO CONSTRUCTION. WINDBORNE DEBRIS REGION: ❑ NO X❑ YES ❑X IMPACT RESISTANT GLAZING ❑ IMPACT RESISTANT COVERING ❑ COMBINATION OF IMPACT RESISTANT GLAZING & COVERING INTERNAL PRESSURE COEFFICIENTS: ❑ 0.00 (OPEN) Q +0.18, -0.18 (ENCLOSED) ❑ +0.55, -0.55, (PARTIALLY ENCLOSED) 0 E]0.77 (BUILDING CATEGORY 1) ❑ 1.15 (BUILDING CATEGORY III) I ® U ❑ 1.00 (BUILDING CATEGORY II) ❑ 1.15 (BUILDING CATEGORY IV) SURFACE ROUGHNESS: �O4 O B ❑ C ❑ D EXPOSURE CATEGORY: 4' W ❑ B X❑ C ❑ D WIND LOAD DIAGRAM BUILDING CONSTRUCTION TYPE: COMPONENTS AND CLADDING PRESSURES: ❑ TYPE I -A ❑ TYPE II-B ❑ TYPE IV ZONE 1: +24.0 /-68.2 ❑ TYPE I-B ❑TYPE III -A ❑ TYPE V-A ZONE 2: +24.0 / -59.9ZONE ❑ TYPE II -A ❑ TYPE III-B X❑ TYPE V-B 3: +28.41-155.9 ZONE 4: +55.6 / -61.9 ZONE 5: +63,5 /-77.5 2 DESIGN PARAMETERS S1 N.T.S. m M ONl T W�/ co � ' r-K ! 11 E N N ¢ ........ II \J z a M `o E I U �. ry a- y N W LLJ t9 H W = z U U Q W U o J pp J � Lu W M O W Z N O N :7 Z H w Z U o o N fn N O •-• L M = z o M d Q Nv�aLL C) O o_ w,. w ,. m O U H z OZ LLJ o � a w Q (/) J m J a ~ Ld U w W J Q W x U w N M C) U ffiLU w Q = g w 0cn z O x w w c> Lu r 0 N O > cf) x F, Z cn �QL17 Lu i w N w H o O o 0 0 0 F- F z 0 Q E w w w 0- O z O 0_ J O o_ w (%) co �— ~O W`y J a Z W J w N w H O F- _ , It t, SGiIIRIi YlNY i4u p } o_ o SEAL I a �2018 %%� W No 44643 OF • • � n� G�S R 1, Q. • G� `�.` �'s s/''NAL e\' ROBEIwo wl� ,CASE o FLORIDA PE. #44643 w w to r- RELEASE DATE - z 3 SH 4 5 s r PROJECT NO, 2018-002 DATE 12/21 /18 DRAWN - CHECKED BC SHEET NO. S1 r Cf a¢rrc.0 uc ociun _...... (1) #5 REBAR MIN. IN ALL PRE -CAST LINTELS, MIN. 1/2" SPACING BETWEEN BARS. \—PRE-CAST CONC. LINTEL OVER ALL OPENINGS TYPICAL PRE -CAST LINTEL TOP REINF. BARS #3 STIRRUPS 14'-0" AFF. BOTTOM REINF. BARS TIE BEAM TB-1 711 _� 4 INTERMEDIATE BOND BEAM BB-1 3 BOND BEAM & LINTEL DETAILS S1.1 J N.T.S. BOND BEAM / FRAMING PLAN 1/4"=1'-0" REINF. CONTINUOUS KNOCK -OUT CMU (1)#5REBAR 33, UT CMU i 4 ' 18'-8" AFF. 00 PSI CONC. FILL �Iv AFF. _, v 3,000 PSI -74" I CONC. FILL PARAPET BOND BBIII"`EAM BB-2 m CONCRETE TIE BEAM SCHEDULE NUMBER TOP OF BEAM ELEVATION SIZE (WxH) LONGTUDINAL STIRRUPS INTBEOTTORMEDIATE OF BEAM ELEVATION SIZE (WxH) LONGTUDINAL STIRRUPS TOP OF PARAPET ELEVATION SIZE (WXH) LONGITUDINAL REMARKS ,u TOP INTERMEDIATE BOTTOM TOP INTERMEDIATE BOTTOM BOTTOM RTB-1 18'-0" 8"x16" (2) #5 (2) #5 #3 @ 24" O.C. 9'-4" 8"x16" (1) #5 (1) #5 2b'-4" 8"x8" (1) #5 RTB-2 181-0" 8"x16" (2) #5 (2) #5 #3 @ 24" 0.0 9'-4" 8"06" (1) #5 (1) #5 22"0" 8"x8" (1) #5 RI 18'-0" 8"x16" (2) #5 (2) #5 #3 @ 24' 0 C 9'-4" 8"x16" (1) #5 (1) #5 234' 81.x8" (1) #5 RI 17' 4" 8'x16' (2) #5 (2) #5 #3 @ 24" O,C. 9' 4' 8;'x16" (1) #5 (1) #5 23'-4" e"xS' (1) #5 RI 17'-4" 8"x18" (2) #5 (2) #5 #3 @ 24" O.C. 9'-4" B"x16" (1) #5 (1) #5 22'-0" 8"x8" (1) #5 RI 16'-8" 8"x16" (2) #5 (2) #5 #3 @ 24" O.C. 9'4" 811x16" (1) #5 (1) #5 22'-0" 8"x8" (1) #5 RI 16'-8" 8"xi6" (2) #5 (2) #5 #3 @24" O.C. 9'4" 8"06" (1) #5 (1) #5 19'-4' B"x8" (1) #5 TB-1 181-011 8"xi6" (2) #5 (2) #5 #3 @ 8" O.O 9'-4" 8"xi6" (1) #5 (1) #5 25'-4" B"x8" (1) #5 TB-2 18'-0" e"x16" (2) #5 (2) #5 #3 @ 8" O,C, 9-4" 6x16" (1) #5 (1) #5 22"0" 8"x8" (1) #5 TB-3 17'-4" 8'S06' (2) #5 (2) #5 #3 @ 8" O.C. 9'4" Wx16" (1) #5 (1) #5 23'4" 8"x8, (1) #5 W/ 8" PRE -CAST CONC, LINTEL W/ (1) #5 CONT., BOTTOM OF LINTEL @ 6'-0" A.F.F. TB-4 17'-4• 8"06" (2) #5 (2) #5 #3 @ 8" O.C. 9'-4" B"x16" (1) #5 (1) #5 23'-4" e"x8" (1) #5 W/ B" PRE -CAST CONC. LINTEL W/ (1) #5 CONT., BOTTOM OF LINTEL @ 6'-8" A.F.F. TB-5 16'-8" 8"x16"' (2) #5 (2) #5 #3 @ 8" O.C. 9'-4" 8"06" (1) #5 (1) #5 19'-4• 61,18" (1) #5 W/ 8" PRE -CAST CONC. LINTEL W/ (1) #5 CONT., BOTTOM OF LINTEL @ 7'-4" A.F.F. TB-6 9'-4. 8"r24" (2)#7 (4)#7 (2) #7 #3 @ 9" O.0 NOTE; SEE WALL SECTIONS FOR FURTHER INFORMATION. LEGEND: RTB = RUNNING CONCRETE TIE BEAM: CONCERETE TIE BM. TO BE CAST -IN -PLACE, INTERMEDIATE BOND BEAM TO BE (2) 8"xS' U-BLOCKS W/ (1) #5 IN EA., PARAPET TO BE (1) 8xB' U-BLOCK W/ (1) #5 TB-1 = CONCRETE TIE BEAM: CONCERETE TIE BM. TO BE CAST -IN -PLACE, INTERMEDIATE BOND BEAM TO BE (1) 8"x8" U-BLOCK W/ (1) #5 AND (1) PRE -CAST CONC. LINTEL W/ (1) #5, PARAPET TO BE (1) 8x8" U-BLOCK W/ (11 #5 TB-2 = CONCRETE TIE BEAM: CONCERETE TIE BM. TO BE CAST -IN -PLACE, INTERMEDIATE BOND BEAM TO BE (2) 8"x8" U-BLOCKS W/ (1) #5 IN EA., PARAPET TO BE (1) 8x8" U-BLOCK W/ (1) #5, ALSO PROVIDE PRE -CAST LINTEL W/ (1).#5 ABV. OPENING LINTEL SCHEDULE (CAST-CRETE) LINTEL NO. LENGTH TYPE COMMENTS Lt 2'-8" (32") PRECAST 8F16-1 B/2T O 4'-8" (56") PRECAST 8F16-1 B/2T 0 64" (64") PRECAST 8F16-1 B/2T L4 6-8" (80") PRECAST 8F16-1B/2T Q L5 74" (88") PRECAST 8F16-1 B/2T 0 12'-0" (144") PRECAST 8F16-2B/2T 0 19'4" (232") PRECAST 8F16-2B/2T CUT TO 18'-0" N v N m M m OpJ W LL D O O m z E _ o E �✓ a N � LLI W F— W = Z 0 U 0Y Z Q W � o M N J U m Lu N N O Z55 LLI n O M _- Z N L O O 'o W W U K p N H p ° O ^N in c� v N Z cl O p N c. E K Z g N N boy� N1nali U Z W o Q J m Cn Lu a W J _ U m Q W w ~ uj p z p LU 0 > = o w g = o 1 IpopeYes w ry J W Lij g z W C.0U)i w U 0 0- Lu CV N w a Of0Y 0- J of ICL r1 RELEASE DATE I PROJECT NO. 2018-002 ISSUE DATE 12/21/18 Gpv DRAWN CHECKED �lac SHEET NO. , S1.1 1-1-11---T r 111 A—T ll'M Tn nKAII +-13'-7" AFF. T.O. P.T. LEDGER 14'-0" A.F.F. T.O. CMU ROOF FRAMING PLAN ROOF FRAMING NOTES: \TTCHED TO 1. ALL DIMENSIONS ARE TO INTERIOR FACE OF CMU WALL UNLESS NOTED OTHERWISE. \SONRY . & 2. DIMENSIONS SHOWN FOR MECHANICAL EQUIPMENT ARE APPROXIMATE. COORDINATE ALL ROOF ES 2"x6" TOP PENETRATIONS WITH MECHANICAL AND PLUMBING CONTRACTORS. FIELD VERIFY) 3. ROOF IS NOT DESIGNED TO SUPPORT ANY FUTURE MECHANICAL EQUIPMENT OR ANY OTHER LOADS. 4. G.C. TO VERIFY LOCATION OF ALL MECHANICAL EQUIPMENT PRIOR TO CONSTRUCTION 5. G.C. TO PROVIDE DOUBLE 2x4 BLOCKING FOR P.O.S MONITOR BRACKETS. G.C. TO SECURE TO TRUSSES PER P.O.S VENDOR DIRECTION. 6. DESIGN LOAD CRITERIA TOP CHORD (ROOF) DEAD LOAD: 10 PSF 19'-4" A.F.F. LIVE LOAD: 20 PSF T.O. CMU ADD EQUIP. LOAD: AS SHOWN BOTTOM CHORD(CLG) DEAD LOAD: 10 PSF TOTAL DESIGN LOAD: 40 PSF 15'-0" A.F.F. EXTERIOR WALL WIND DESIGN: 175 mph (ASCE 7-10) T.O. P.T. LEDGER TRUSS WIDTH SCHEDULE lb TRUSS LINE WIDTH 1-2 18'-0" 3-9 24'-9" 10-11 30'4" PT LEDGER, ATTCHED 12-22 32-8" WALL W/ 5/8" 23-40 29'4- 3Y ANCHORS @ 12" TAGGERED,(ASSUMES )P CHORD ON S, FIELD VERIFY) ROOF NOT DESIGNED FOR PONDING. SEE ARCHITECTURAL DRAWINGS FOR DRAIN REQUIREMENTS. VERIFY ROOF SLOPES W/ ARCHITECTURAL DRAWINGS. EXTREME CARE SHALL BE USED IN ERECTING ROOF TRUSSES • COMPLY WITH TPI BRACING REQUIREMENTS. M 0 w 0 0 O a w w m O H F- O z w w _ H Ld 0 z w x z C7 w 0 w _ 0 z ¢ co I- -z w 2 D 0 O 0 W w W _ F— O ui W O a uJ w _ O J J 0 Z F- _ C� d' } a. O 0 Lu Lu co N w J in Lu W K x x W co J EI U o w U � � Lu w W V M z J N Z N LL O z w a d� w F- U > y-N U U v U O H w > x Z oN u d' a Z s c.> Z Q m U) w w J ¢ = 0 N M Q W W ~ o = x 2 z zco W J U 0 Q Q w\ = O w Y = 0 U! m II c z LLI 1' O J Q w J m Q M z W w U ~ CN w w a O SEAL RELEASE u 1 is 2 3 (i 5 !� 6 i% PROJECT NO. i 2018-002 }"'IfiPfliiet!tt �'ui tiuB PA �.a.:::��" ISSUE DATE 12/21/18 717,77 DRAWN CHEC k®_ BC SHEET NO. S2 TIE -BEAM STANDARD HOOK 6"EMBEDMENT — — NOTE: INSTALL PRE -CAST CONCRETE a gZ 4" ERG t1i I INTEL IN STRICT ACCORDANCE (MIN) W/ MANUFACTURERS TIN' PRECAST RECOMMENDATIONS. REINF. CONC. LINTEL W/ (1) #5 (U.N.01 �► /Y \�(2) #5 VERT. @ EA. a Z =gam END OF OPENING CLEANOUT REQ'D 5" EMBEDMENT FOR GROUT LIFT FOOTING = >5 FT. UNLESS 3" M,N. COVER FTG. DWL IS NOT REINFORCING-7STANDARD HOOK REQ'D MASONRY WALL W/ PRECAST LINTEL 3/4"=1'-O" CONT. METAL FLASHING & COUNTER FLASHING, PAINTED, SEE EXT. ELEV. FOR COLOR SLOPE PREFABRICATED CANOPY '~— ASSEMBLED ON SITE PRESSURE TREATED 2x10, SKIM COATED WITH EIFS SEALANT 3 1y8„ 3)/4"1 8, CLEVIS— — I rJ r✓, d L 2F 8 BALCONY BRACING DETAIL S4 3"=V-0" T/FTG.EL. SEE PLAN `NOTE: FOR PIPES RUNNING PARALLEL TO STRIP FTG'S. FTG. DEPTH & PIPE LOCATION SHALL BE COORDINATED SO THAT THE PIPE IS NOT WITHIN FTG. LOAD DISTRIBUTION INFLUENCE LINE AS ILLUSTRATED. TYP. PIPE PARALLEL TO WALL T/FTG.EL. SEE PLAN 1 1/2" COMPRESSIBLE MATERIAL AROUND PIPE OR PROVIDE PIPE SLEEVE,TYP. 0 PIPE TO BE PLACED WITHIN OOTING Al tXISI INU FIFtS VVHAF VV/'e' STYROFOAM OR SLICE PVC PIPE ' ..• : 2" DIA. LARGER &PLACE AROUND ' PIPE (SEAL SLIT W/ DUCT TAPE). t �.�, _ — r CONCRETE FILL IS TO BE — PLACED BEFORE FOOTING IS POURED AND TO BE THE SAME WIDTH AS FTG. POUR FULL WIDTH OF PIPE TRENCH TYP. PIPE PENETRATION THRU WALL PIPE PENETRATION OF FOUNDATION DETAIL 3/4"=1'-O" PROVIDE JOINT SEALANT FINISH FLUSH WI SURFACE, TYP. CONT.VAPOR BARRIER, TYP. CRACK CONTROL JOINT (CCJ) F- 118" SAWCUT NOTES: 1. JOINTS SHALL BE SAWCUT BETWEEN 4 & 12 HOURS AFTER CONCRETE IS PLACED. 2. USE STRAIGHT BULKHEAD, COAT WITH FORM OIL. 3. COAT EXPOSTED VERTICAL SURFACE OF CONCRETE WITH FORM OIL BEFORE POURING ADJACENT STRIP. 4. USE CONSTRUCTION JOINT INSTEAD OF CRACK CONTROL JOINT WHEREVER CONSTRUCTION IS STOPPED OR WHERE CALLED FOR ON PLANS. PROVIDE JOINT SEALANT FINIS N 118" SAWCUT ~ FLUSH W/ SURFACE, TYP. CONT. VAPOR 3/4" DIA. PLAIN BARRIER, TYP. BARS @ 1'-0" O.C. CONSTRUCTION JOINT (CJ) TYPICAL SLAB ON GRADE JOINTS N.T.S CAST IN PLACE REINF, CONC. TIE BEAM OR BOND BEAM PLACE METAL LATH OR WIRE SCREEN OVER CORES NOT TO BE FILLED (SHEET METAL *' AND FELT PROHIBITED). CORES MAY BE PACKED WITH FELT BUT NOT PROHIBITING MORTAR BOND. VERTICAL REINFORCING W/ MATCHING A ""`" DOWELS IN FOUNDATION, SEE FOUNDATION PLAN & DETAIL SHEETS WELD EYE HOOK HORIZ. JOINT REINF. AT 16" O.C. STARTING TO STEEL PLATE AT FIRST COURSE ABOVE FOUNDATION. LAP f, SPLICES 6". USE PREFAB. L's AND T's AT 1/2" DIA. CLEVIS - WALL INTERSECTIONS _ F GROUT FILLED CELL, PLACE AND CONSOLIDATE GROUT IN 4 FT. LIFTS LJ MORTAR CROSS WEBS ADJACENT TO (4) 518" DIA. THRU BOLTS w/A 3/4" I.D.0" FILLED CELLS ., LONG SPACER AT EA. BRACE 42" ' • STD. 90° HOOK IN WASHERS . •' FOOTING AND TIE • .. ti ..:: {. .. BEAM. 114"x6"x6" STL. 8" CMU ELEV. PLATE 1/2" TURNBUCKLE — NUT WELDED TO PIPE 1" STD. STEEL PIPE SECTION 1z\ BALCONY BRACING DI -TAIL .s • SET FIRST COURSE IN FULL • ! MORTAR BEDDING CLEAN OUT OPENINGS AT FOUNDATION, GROUT FILLED CELL ASTM C-90 LOCATIONS. FOR WALLS C.M.U's OVER 4 FT. HIGH TYPICAL CMU WALL CONSTRUCTION N.T.S LINE 1/2 CAVITY W/- BLDG. PAPER & FILL W/ MORTAR COORD. LOCATION WITH ARCH MAX SPACING = 32'-0" TO BOT./ROOF TIE BM. (DISCONT. AT CONC. TIE BMS.) (RAKE & CAULK) (1) # 5 CONT.AT EA.SIDE OF JT. a OPTION 1 DISCONT. JT. REINF. @ M.C.J. DISCONT, JT. REINF. @ M.C.J. RAKE JOINT & `PREMOLDED RUBBER INSERT CAULK :3) MASONRY CONTROL JOINT S3 N.T.S JOINT SEALANT, SEE SPEC. FINISH N 1/2" FLUSH WI SURFACE TYP. PREMOLDED EXP. JOINT MATERIAL EXPANSION JOINT AT WALL (EJ) 4" CONIC. SLAB W/ VWUF 6x6-W1.4xW 1.4 PRE -MOLDED JOINT FILLER �I Z 8 6 MIL. VISQUEEN VAPOR — — — — — — RETARDER OVER 4 (1) #5 GRANULAR FILL c"� TRANSVERSE (4) #5 CONT 311 @ 8" O.C. 32 SECTION (@_FOUNDATION @ REAR SLAB S3 / 3/4"=V-0" 25" 25" BENT BAR LAP LAP SPLICE AT EACH (TYP.) CORNER Lo a — N _ 1 #5 DOWEL IN CORNER (3) #5 CONT FOOTING & FOUNDATION CORNER 3/4"=l'-O" O Lu 0 0 25" BENT BAR LAP 25' Lu SPLICE AT EACH LAP (TYP,) Lu co CORNER 0 — — — N� o z t Lu 1 #5 DOWEL IN CORNER Q (2 EA.) #5 TOP & BOTTOM (SEE BEAM Lu SCHEDULE) LU r _ TIE BEAM CORNER DETAIL S3 3/4"=1'-0" REFER TO ELEVATION SHEET FOR TIE -BEAM ELEVATIONS - WHERE APPLICABLE POUR 8"x8" VERTICAL COLUMN AT TIE BEAM STEP-UP W/ (4) #3 VERTICAL #5 VERTICAL IN POURED CELL, STEPPED TIE BEAM DETAIL S3 3/4"=1'-O" 'L (1) #6IN GROUTED CELL (CELL (PROVIDE FTG. #4 @ 12" O.C., �I DOWELS TO MATCH) �I EXTEND 30" INTO SLAB TYP �i 8" CMU WALL 4" CONC. SLAB W/ WWF 6x6-W1.4xW1.4 --- — — — -- — — 6 MIL. VISQUEEN VAPOR co n RETARDER OVER 4" GRANULAR FILL A 3„ TRANSVERSE GO `o A 32' 6 o Goo `vG�uN 8oc SECTION (ab-FOUNDATION (@ EXTERIOR WALL S3 / 3/4"=l'-O" m M 1�1 C? J W T W CO LL fn E > M M m ¢ ZD V z o c m —• V t y UCL U W Lu Lu Z 0 0 Q i Lu E J J m J N w U R� 2 N M Z W F Z U Lu w y L) y o 0 p Lu w V m ~ Z o N U K ZZa J Q N(n p-lld Z Lu o Q U)a J LLI J = 0 CV m Q LL] W ~ O Q < Q z Q w 010 J U = O 1 c1l w = 0 t o p o e e LIJ O J U) LIJ W LLI w z CL �' N co U w w ® a v E N s 9s� F No 4 43 S A P ' 1440 i FS O R 10. • ��c;`� FIQA PB!#��4643 RELEASE DATE I I PROJECT NO. 2018-002 ISSUE DATE 12/21/18 DRAWN CHECKED BC SHEET NO. -4 p o S3 S4 j 3„=V-0„ SIMPSON DTC ROOF TRUSS CLIP ON BOTH SIDES ROOF TRUSSES, TYP. 0,145"0 @ 32" O.C. POWDER ACTUATED FASTENER WITH (2)-7/8" WASHERS w/ 1 Y2" MINIMUM EMBED @ 32" O.C. SILL PLATE 5 SUPPORT PERP. TO TRUSS S4 N.T.S UCONNECTION TYPE: NAILING: 1. JOIST TO SILL OR GIRDER, TOENAIL (3-8d) 2. BRIDGING TO JOIST, TOENAIL EACH END (2-8d) 3. 1 "x6" (25MMx152MM) SUBFLOOR OR LESS TO JOIST, FACE NAIL (2-8d) 4. WIDER THAN 1" X 6"(25MMx152MM) SUBFLOOR TO JOIST, FACE NAIL (3-8d) 5. 2" (52MM) SUBFLOOR TO GIRDER, BLIND AND FACE NAIL (2-16d) & SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL (16d @16" O.C.) 7. SOLE PLATE TO JOIST OR BLOCKING, AT BRACED W. PANELS (3-16d PER 16") 8. TOP PLATE TO STUD, END NAIL (2-16d) 9. STUD TO SOLE PLATE (2-16d END NAIL) 10. DOUBLE STUDS, FACE NAIL (16d @ 24", O.C.) 11. DOUBLE TOP PLATES, TYPICAL FACE NAIL (16d @ 16" O.C.) 12. DOUBLE TOP PLATES, LAP SPLICE (8-16d) 13. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL (3-8d) 14. RIM JOIST TO TOP PLATE, TOENAIL (8d @ 6" O.C.) 15. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL (2-16D) 16. CONTINUOUS HEADER, TWO PIECES (16d @ 16" O.C. ALONG EDGE) 17. CEILING JOISTS TO PLATE, TOENAIL (3-8d) 18, CONTINUOUS HEADER TO STUD, TOENAIL (4-8d) 19. CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL (3-16d) 20. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL (3-16d) 21. RAFTER TO PLATE, TOENAIL (3-8d) 22. 1" (25MM) BRACE TO EACH STUD AND PLATE, FACE NAIL (2-8d) 23. Vx8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL (2-8d) 24. WIDER THAN 1"x8" SHEATHING TO EACH BEARING, FACE NAIL (3-8d) 25. BUILT-UP CORNER STUDS (16d @ 24" O.C.) 26. 2" PLANKS (2.16d AT EACH SPLICE) 27. 2x6 BOX BEAM / HEADER (12d @ 12" O.C.) 28. BUILT-UP GIRDER AND BEAMS (20d @ 32" O.C. AT TOP & BOTTOM AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE) pi 13 k 14 NAILING SCHEDULE �4 S4 N.T.S J U SIMPSON DTC ROOF TRUSS CLIP ON BOTH SIDES ROOF TRUSSES, TYR. A35, TYR 2x6 VERT. BLOCKING 24" O/C. W/ (2) 16d EA. END, EA.. SIDE 0.145`0 @ 32" O.C. POWDER ACTUATED FASTENER WITH (2)-7/8" WASHERS W/ MIN 1 1/2" EMBED AT 32" O.C. SILL PLATE SUPPORT- PARALLEL TO TRUSS N.T.S PLYWOOD SHEATHING JOIST,RAFTERS OR TRUSS U.N.O. JOIST HANGERS - SEE NOTE BELOW DOUBLE 2x HEADER SAME SIZE AS JOIST OR RAFTER U.N.O. ROOF FRAMING: 24" TRUSSES @ 24" O.C. (TOP CHORD BEARING) ZN6" BLOCKING @ 48" O.C. MAX., BETWEEN TOP CHORDS OF ROOF TRUSSES ROOF TR 2"x6" BLOCKING FULL DEPTH OF TOP CHROD 3 ROOF BRACING DETAIL S4 N.T.S NOTE: HANGERS SHALL BE "SIMPSON" STANDARD "U" @ ROOF. DBL. JOIST OR RAFTERS SHALL BE JOINED TOGETHER AS FOLLOWS: 1. 10" OR LESS NOM. DEPTH - 16d @ 12" O.C. STAGGERED 2. MORE THAN 10" - (2)16d @ 12" O.C. 9---TYPICAL ROOF OPENING 8 S4 S4 NOTE: REFER TO TRUSS ELEVATIONSM SHEET S4.2 BRIDGING LAP DETAIL N.T.S. SIMPSON (2) H6 CONNECTC OVER TRUSS TOF (2) 2"x8" PT ATTACHED TO CP W/ 5/8" MASONRY AI @ 12" O,C. & STA IIMPSON" H10A H10R FOR UPLIFT LOADS UP TO 1140 LBS. HURRICANE CLIP AT LEDGER N.T.S ,2 LEDGER DETAIL S4 1-1 /2"=V-0" �NERED WD. FRAME ISSES @ 24" O.C. BOUNDARY NAIL (B.N.) FOR BLDG. PERIMETER (2) SIMPSON PSCL PANEL SHEATHING CLIPS EQUALLY SPACED BETWEEN EACH TRUSS/SUPPORT LONG DIMENSION OF PLYWOOD TO RUN PERPENDICULAR TO JOISTS EDGE NAIL (E.N.) @ PLYWD. PERIMETER STAGGER PLYWD. JOINTS FIELD NAIL (F.N.) @ ALL INTERMEDIATE MEMBERS NOTES: 1. MIN. PLYWD. SHT. SIZE SHALL BE 2-0" X 4'-0". 2. MIN. 3/8" NAILING EDGE DISTANCE. 3. EDGE NAIL (E.N.) 0/ BEAMS AND AROUND ALL OPENINGS, 2 ROOF NAILING PLAN S4 N.T.S (2) 2 x 6 TYPICAL - ALL DOUBLE PLATE CONDITIONS - U.O.N. 7 PLATE LAP DETAIL S4 N.T.S EQUIPMENT DESIGN WEIGHT NOTES HVAC UNIT - RTU-1 845 Ibs. A, B HVAC UNIT - RTU-2 845 Ids. A, B HVAC UNIT - RTU-3 845 Ids. A, B EXHAUST FAN - EF-1 200lbs. A EXHAUST FAN - EF-2 200lbs. A EXHAUST FAN - EF-3 150lbs. A EXHAUST FAN - EF-4 75 Ibs. A FRYER HOOD 206 lbs. BATTER HOOD #1 118lbs. BATTER HOOD #2 118 Ibs. ICE CONDENSER 200 Ibs. WALK-IN COOLER 200 Ids. WALK-IN FREEZER 200 Ids NOTE: A. ALL DESIGN WEIGHTS INCLUDE CURB. B. COORDINATE WEIGHTS WITH HVAC UNIT SCHEDULE, SEE 1 / M1.0, ROOF TOP EQUIPMENT WEIGHTS S4 N.T.S GAP PLYWOOD ROOF DECK SHEATHING (2) SIMPSON PSCL PANEL SHEATHING CLIPS EQUALLY SPACED BETWEEN EACH TRUSS/SUPPORT PLYWOOD EDGE SUPPORT DETAIL N.T.S PLYWOOD SHEATHING 16d NAILING THRU STUD 2x6 STUD BRIDGING PER TRUSS DESIGN 6 BRIDGING DETAIL S4 N.T.S 40 PSF 40 PSF WIND LOAD j PARAPET 45 PSF APPLY TO I OP CHORD IN ADDITION TO DEAD LOAD LIVE LOAD @ FIRST and LAST TRUSS (ONLY) SEE KEYNOTE 20, S3.0 10 PSF APPLY TO TOP CHORD ( 1 i.... m i DEAD LOAD 10 PSF APPLY TO BOTTOM CHORD DEAD LOAD NOTE: 01 91 ALSO, APPLY ROOF TOP AND SUSPENDED POINT LOADS. WEIGHT AND LOCATION OF UNITS AS NOTED ARE SHOWN ON THIS SHEET AND ARE NOT INCLUDED IN THE ABOVE LOADING DIAGRAM. VERIFY THESE LOADS WITH MECHANICAL SUPPLIER BEFORE DESIGNING TRUSS, FINAL TRUSS DESIGN CRITERIA TO BE DETERMINED BY SITE-ADPAT ENGINEER OF RECORD, TRUSS DESIGN CRITERIA N.T.S w U IrK W w I- Lli = z U Q Lu U o_ I J m , J U umi m W W M " 4 Z O Z H 'z Z 2-s' m w O W U .213 U N � A O > N NZS 2 Z O 2r N U z uj W U O a W , W m 0 U �-- z H I - 0 z W Lu I- Q Lu = Lu LLT J z LLl = 0_ z p U. w Q w ? 0 z LLJ Lu U z m H z Lu s U 0 0 Lu m w H 0 H- U H 0 H w d 0 d Lu Lu - x 0 J Z H _ 0 -v - , BOGG J Lb J W 0- = U N rn W o LCD x = w F- Y M g O = co r CN O i popeYes � Z W O J Q U) C) w -1 W z�u��w d U N w w a a0 z w Q J � oLL r SEAL J w W d co ,��♦♦Q�•��GENS�.s+�. Lu /N04643 Lu � :4 �i o •'(G -'i#�<s-% OR,OP a ! ,R(jgEF3f% "E x FLORIDA PE. #44643 I C/) ,".. RELEASE D/ 41 i 2 3 4 5 6 PROJECT NO. 2018-002 ISSUE DATE 12/21/18 CHECK BC SHEET NO, d i I I I 1 bTMtsUw: 2 4 ® DOOR NUMBER. SEE SHEET A-17 A6 AS FOR DETAILS SPECIFICATIONS O WINDOW NUMBER. SEE SHEET �' DIVISION 9: FINISHES 78'_8AFOR �-17 SECTION 9A: GYPSUM WALLBOARD 57'-4" 18'-0" 31-4111 DETAIL NUMBER GENERAL PROVISIONS Al2 SHEET NUMBER SCOPE: FURNISH AND INSTALL GYPSUM WALLBOARD AS A SUBSTRATE FOR OTHER FINISH �I 1 I_4n 61_O11 I 1 -4 6i_O" 10'-8" PLAN DETAIL MATERIALS ON ALL INTERIOR WALLS AND THE INTERIOR PORTIONS OF EXTERIOR WALLS. SIDEWALK TO EXTEND R.O. FURNISH AND INSTALL GYPSUM BOARD SUSPENDED CEILING WITH HANGERS AND TO GREASE AND CO2 2 I I EQ. EQ. 91JPPORTS. ENCLOSURE,7 A9 COORDINATE WITH CIVIL 7 1 I I 1 DETAIL NUMBER 1. MATERIALS A16 AS A15 - - I A3 � � - - - SHEET NUMBER 'T MATERIAL NAMES ARE BASED ON A NATIONAL GYPSUM GOLD BOND STA -SMOOTH - - - - - - A9 I BEVEL EDGE SYSTEM. USE GOLD BOND OR EQUAL SYSTEM BY U.S. GYPSUM.XNX� - =00 SECTION DETAIL c - - O +70 /-90 i i ARROW INDICATES DIRECTION WALLS (EXCEPT WHERE NOTED): 1/2" STA-SMOOTH GYPSUM WALLBOARD O 6 x "="" d' r •�I •'' I� ) I '-0" x 9'-4" YKKAP OF VIEW WALLS WHERE NOTED: 1/2" THICK TAPERED EDGE M/R (MOISTURE i A16 x N _.,j ,. ' �c,i Orw MEf k WOMEN RAME: YES 45F-SRESISTANT) GYPSUM WALLBOARD W`53- .,......... FL 12926 R2;,i..,,.•,,._„ I -9cV DOOR: 20D "'76 / -90 �t XXX DENOTES BLOCKING AS DROPPED CEILING WHERE NOTED: 1/2" STA-SMOOTH GYPSUM WALLBOARD 3 94 3 29 34 U "' a 8'-42" W 3 T j ()2' W-4 �? FL 5851 R5 QB 10'-8" X 6'-8" YKKAP pj REQUIRED FIRE RATED WHERE NOTED OR 5/8 FIRE SHIELD (GYPSUM WALLBOARD) _ I *70 I I FRAME: YES 45F-S o p T-6" x 7'-0" CECO 9 13 r, I i' FL 12,q26 R2 REQUIRED BY CODE DE 4 FRAME: ZHDL.R2576 �I j ' 1) F!1 III ( 4 14I - - �2 3 I 24'u60 �� 2-0 rc72 D. �� .�`` DOOR: ZHCW.R27575 +IIiN� ,aY111r " ' --FL 4553 R.10 ,ere �E �i,t,l� T ""J„al,i0„i", _ 2. FASTENERS: ' "�: JLIw, )�1,°'Lira ,,.� DINING <t T _9 o N m M U M ai LL LJJ m � 11 n" a a } N I- 11y W z Q LLI � U o J f9 J � W U - C7 u m Z Lo z H z Z ¢ 2 W o W H W U y v 7 o 9_ 0 _ 5 a S N (n A. GWB-54 1-5/8" LONG ANNULAR RING SHANK NAILS MEETING THE REQUIREMENTS OF >t ,I," ~( """" ASTM C-380. 91_81 a I 1 11 " 1 _, a .. _ = 3' 51" n / r N 2 \ 7 0 o B. 1-1/4" LONG TYPE-W DRYWALL SCREWS TO WOOD STUDS. ""` 2 -- 4'-3" I t I 2 I a 2 7 _6 I / I /� b �' I W I W C. 1-1/4" LONG TYPE-S DRYWALL SCREWS TO INTERIOR METAL STUDS. 1 ,`, "",", a.• ,>„„"» { �r u r 1 U D. 1-1/4" LONG TYPE-S12 CORROSION RESISTANT SCREWS FOR EXTERIOR GYPSUM - - "" _.'.."-"-m'-�- U / I .: I " _ �,_-,._-. ,..; HALL / I A7 _ - _ PREP AREA I - 7 - - - I A7 0 SHEATHING TO METAL STUDS. f 5 E. JOINT TREATMENT COMPOUND SHALL BE READY MIXED. JOINT TAPE SHALL BE I 8 CROSS FIBERED, PERFORATED, FEATHER EDGED. CORNER BEADS SHALL BE I W Lu GALVANIZED STEEL ROLL -FORMED U-SHAPED CHANNELS. I O I i3 h" °il - ''"�' _ L J I Lu COOLER 3 � " �.:� � I � I I I 11 � �I � � 00 o �� F. HANGERS AND SUPPORTS 2X4 WOOD FRAMING SUBSTITUTION: FOR STEEL TRUSS ` "':Lj _ 1 I SERVICE I II`i �; .- r. I I �� , LU I CO A5 BUILDINGS 1-1/2" CARRYING CHANNELS, 3/4" FURRING CHANNELS, 8 GAGE HANGER -- I WIRES, 16 GAGE TIE WIRES, AND 1" TYPE S SCREWS. p 3" g z `� 4! I t I SALES I i �A I QF I T O m ! +70 / -90 ABOVE PERFORMANCE 2co I 18 3 I I; w jk I I \ / Lli 16 -8' x 6'4' YKKAP I (NOT SHOWN) Q COUNTER 71 I A18 \ / FRAME: YES45F-S I > 1. INSTALLATION AS = U ) a11,4 Tt1.4, FL 12926 R2' 3 W A. CUTTING WALLBOARD: GYPSUM WALLBOARD SHALL BE CUT BY SCORING AND N A9 - I(ii'x I O I (_- BREAKING, OR BY SAWING, WORKING FROM THE FACE SIDE. WHERE BOARD MEETS -=- -- - _ m� , C S;,TER ;,. co 9 1 I CIIi I _ ...� Id I 0 PROJECTING SURFACES, IT SHALL BE SCRIBED NEATLY. � - """1' " 1) "`')�" _ ` i A 16 W I _ Z B. INSTALLING WALLBOARD: GYPSUM WALLBOARDS Lu BE APPLIED AT RIGHT CHASE FOR - _ - 1�� LIFE(Ij16I,a"-ANGLES TO FRAMING MEMBERS. BOARDS OF MAXIMUM PRACTICAL LENGTH SHALL CO2 LINE 2/A1 ,, ! BE USED SO THAT AN ABSOLUTE MINIMUM NUMBER OF END JOINTS OCCUR. -'�1 "- '_ WALLBOARD JOINTS AT OPENINGS SHALL BE LOCATED SO THAT NO END JOINT - .,_-12'-4" _-- I 4 82 12'-1 " 11' 10'I ` : 3'-1 " $' 2 7 -5 <, c� SHALL ALIGN WITH EDGES OF OPENINGS. END JOINTS SHALL BE STAGGERED. t.....,._.._._ "' j _ - - - _ ( - -- -- - - Ir (I 11 _I $ I L-- 3- I +70/-90 I I I'8 ( 0 C. FASTENING WALLBOARD: ATTACH WITH SCREWS OR NAILS SPACED FREEZER r APPROXIMATELY 8" o.c.. THE NAILS SHALL BE DRIVEN HOME WITH THE HEAD 2 - -f rN A16 ` KITCHEN - 10 8' x 6 8" YKKAP '--- w SLIGHTLY BELOW THE SURFACE OF THE BOARD IN A DIMPLE FORMED BY THE A8 I cp 4 , ,,, ( XJ FRAME YES 45F-S �i• I +70 / -90 DRIVING TOOL I I W 2 ., : - :c.-.::. A14 ,F)•�1�aR,S.,,RI M p D. FASTENING EXTERIOR GYPSUM SHEATHING: ATTACH TO METAL STUDS WITH 3'-4" x : YE 45F-S KKAP Q SCREWS @ 12" o.c. WITH HEAD FLUSH WITH SURFACE. I Prf$'i��tl`4iI6R j 8FRAME' YES 26.R215 FL 12926.R2-c I _ Lu E. JOINTS FINISHING: JOINT COMPOUND, QUICK -TREAT, AND TOPPING COMPOUND- W-1 DOOR: 20D Z SHALL BE APPLIED IN ACCORDANCE WITH PRINTED INSTRUCTIONS CONTAINED IN „I FL 5851.R5 O3 I a0 tt THE PACKAGE. A UNIFORMLY THIN LAYER OF JOINT COMPOUND SHALL BE APPLIED !; '� YK x : Y ;' +70 / -90 I O I 0 OVER THE JOINT UNDER THE TAPE TO PROVIDE PROPER BOND. CEILING AND WALL �y- _ +-,YKKAP: YES 45F-S - - - - - - - - ANGLES AND INSIDE CORNER ANGLES SHALL BE REINFORCED WITH THE TAPE _ - - - - - - O FRAME: x 6'-8" S 4f 0r FL 12926.R2 3 OFOLDED TO CONFORM TO THE ANGLE AND EMBEDDED IN THE COMPOUND. _� 5 E FRAME: YES 4AFTER THE COMPOUND IS THOROUGHLY DRY, APPROXIMATELY TWENTY FOUR (24) Lu FL 12926.R2 - WHOURS FOR REGULAR COMPOUND, 2-1/2 HOURS FOR QUICK TREAT, THE TAPE .. -SHALL BE COVERED WITH A COAT OF JOINT COMPOUND OR TOPPING COMPOUNDSPREAD OVER THE TAPE APPROXIMATELY 3" ON EACH SIDE OF TAPE, AND+70/-80 I 12 FEATHERED OUT AT THE EDGE. AFTER THOROUGHLY DRY, APPLY ANOTHER 6'-0" x T-5" QUICKSERVCROWN OVER JOINTS. THIS COAT SHALL BE SMOOTH AND THE EDGES FEATHERED I 3 PRODUCT: BP-7241E IPAPPROXIMATELY 3" BEYOND THE PRECEEDING COAT. ALLOW EACH APPLICATION I A8 FL 16711.R2 L - - - _ _OF COMPOUND TO JOINTS AND NAIL HEADS TO DRY, THEN SAND IF NECESSARY.IALL WALLBOARD AND TREATED AREAS SHALL BE SMOOTH AND READY FOR I1' 1'-4" �WPAINTING OR WALLCOVERING. - - - 1- - - - 1L� - - - -� 5'-4" 10'-8'i 3'-4° I- R.O. ----- R.O, R.O. a 33' 4" 28'-0" 17'-4" 0 OJ D_ Q _ U CI Lu J c M o 1 FLOOR PLAN Scale:1/4"=1'-0" BACKWRAP AND SEAL - SPRAY INSULATING FOAM - AROUND OPENING, AFTER CO2 LINE IS INSTALLED 3" PVC CHASE- EIFS FINISH SYSTEM- 0O2 LINE INSIDE - ALUMINUM FLASHING AT - ENCLOSURE TOP CHASE TO ENTER ENCLOSURE - BETWEEN THE TOP PANEL AND THE GREASE TANK LID 6'-2' A.F.F. SPRAY INSULATING FOAM - AROUND OPENING, AFTER CO2 LINE IS INSTALLED 5'-7' A.F.F. 2 CO2 CHASE DETAIL Scale:1-112"=V-0" 10'-O" A.F.F. _ Q p Z Q Z Lj_j t U U CN w W r N FL 00 Y03 v WALL TYPES: KEY NOTES: WALL SHEATHING NOTES: FLOOR PLAN GENERAL NOTES: 1 ❑ INSTALL 3-0" W X 8'-0" H X 18 GA. STAINLESS STEEL PANEL BEHIND OVENS. REFER DINING ROOM WALLS: A 1/2 CEMENT WALLBOARD FROM T.O. SLAB TO 12" A.F.F. MIN / 48" A.F.F. MAX, DIMENSIONS: A• H(r W-1 INTERIOR WALL: TO INTERIOR KITCHEN ELEVATIONS AND EQUIPMENT PLAN FOR EXACT LOCATION WITH 1/2" GYPSUM WALLBOARD FROM T.O. CEMENT BOARD TO 6" ABOVE A. ALL DIMENSIONS ARE TO STUD. EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF SLAB. J �' 2x4 WOOD STUDS AT 16" O.C. , SECURED TO SLAB. CEILING HEIGHT U.N.O. NOTE: 1/2" DIFFERENCE TO EXTERIOR STUD SO THAT EXTERIOR SHEATHING WHEN APPLIED U 1/2" CEMENT BOARD TO 6" A.F.F., BOTH SIDES. DIVIDER WALL - FURNISHED WITH SEATING PACKAGE B. PLASTIC LAMINATE TO ADHERE TO BASE SHEATHING SHALL FINISH IN -LINE WITH SLAB, 1/2" GYPSUM BOARD FROM TOP OF CEMENT BOARD TO 2" ABOVE CEILING (DINING ROOM SIDE), C. VINYL WALL COVERING TO ADHERE TO GYPSUM SHEATHING B. DIMENSIONS NOTED AS'CLEAR' OR 'HOLD' ARE MIN. REQ'D, NET CLEARANCE FROM FACE OF U ? Q _ 1/2" PLYWOOD FROM TOP OF CEMENT BOARD TO 2" ABOVE CEILING (KITCHEN SIDE / OFFICE SIDE). 3 ❑ G.C. TO PROVIDE 2" X 2" X 4'-0' HIGH CORNER GUARDS ON ALL OUTSIDE CORNERS WALL FINISH. VERIFY FINAL EQUIPMENT SIZES W/ VENDOR PRIOR TO INTERIOR WALL w SEE SHEETS A2 (INTERIOR FINISHES). AT KITCHEN WALL. PROVIDE COMPLETE WRAP ON END WALLS, SEE DETAIL 2/A2 KITCHEN WALLS: FRAMING w R98913 INTERIOR WALL: G.C. TO INSTALL 18 GA, STAINLESS STEEL PANELS ON WALL. REFER TO 1/2" LYWOOD FROM 18" A.F.F. TO 9'-6" A.F.F IN ALL KITCHEN WALLS ACCESSIBILITY: A. HANDICAP ACCESSBUILDING IS APPLICABLE TO fn �j�rF W-2 MECHANICAL HOOD DRAWINGS FOR PANEL SIZES EMENSIONS 2X6 WOOD STUDS AT 16" O.C. , SECURED TO SLAB. 1/2" CEMENT BOARD TO 6" A.F.F., BOTH SIDES. 5 ELECTRIC DRIVE-THRU WINDOW SHOWN. G.C. TO PROVIDE JUNCTION BOX UNDERNEATH THE WINDOW VERIFY REQUIRED ROUGH -IN AND ELECTRICAL TOILET ROOM WALLS: 1/2" ROCK FROM 18" A.F.F. TO 5'-6" A.F.F. AT INTERIOR TOILET ROOM WALLS GSIGNED IVENNG ARE STRICTLY CTLY ADHERED TO. O. F ENSURE THAT ALL DIRECTIONS AND DO CHANGES ARE MADE THAT CONTRADICT WITH THE DRAWING, OR IF EXISTING FIELD >_ RED Ap 1/2" GYPSUM BOARD FROM TOP OF CEMENT BOARD TO 2ABOVE CEILING (DINING ROOM SIDE), 1/2" PLYWOOD FROM TOP OF CEMENT BOARD TO 2" ABOVE CEILING (KITCHEN SIDE / OFFICE SIDE). REQUIREMENTS W/ MANUR DRAWINGS CONDITIONS MAKE THE DRAWINGS NOT APPLICABLE, THE ARCHITECT MUST BE CONTACTED U IMMEDIATELY, U 1 2 SEE SHEETS A2 (INTERIOR FINISHES). NEW FLOOR AND BASE TILE AS NEEDED IN DINING ROOM. SEE FINISH SCHEDULE GENERAL CONSTRUCTION NOTES: B. LANDINGS AT DOORS SHALL HAVE A MAXIMUM ELEVATION DIFFERENCE OF 1/2", AND MAY SLOPE AWAY AT THE EXTERIOR, AT A MAXIMUM SLOPE OF 1/48 PER w CL HAROLD DANIEL HUTTER FROM THE BUILDING FL. REG. 98913 W-3 RESTROOM WALL: W- 7 ❑ PROVISIONS FOR EXIT DISCHARGE LIGHTING ARE SHOWN ON THE LIGHTING PLAN GYPSUM BOARD / EXTERIOR SHEATHING NOTES C. FBC-B 1008.1.5. DOORS SHALL LEVEL LANDINGS AT BOTH SIDES, EQUAL IN WIDTH TO THE DOOR uJ 2X4 WOOD STUDS AT 16" O.C. ,SECURED TO SLAB. 1 EXTERIOR SHEATHING SHALL BE 1/2" EXTERIOR PLYWOOD NAILED IN ACCORDANCE WITH THE HAVE 3-1 UN -FACED SOUND BAIT INSULATION, FULL HEIGHT of FINISHED WALL. BEHIND WALL TILE AREA; 1/2" GYPSUM BOARD AT NON -TILED WALL PROVIDE STAINLESS STEEL ENCLOSURE AT WALK-IN FREEZER AND COOLER STRUCTURAL NAILING SCHEDULE (SEE: STRUCTURAL) WINDOWS OPENING WITH A MINIMUM DEPTH IN THE DIRECTION OF TRAVEL OF 44" PER FBC-B 1008.1.6 / DOORS: RELEASE CEMENT BOARD FULL HEIGHT CEMENT CORNERS. SEE DETAILS SHEETLOS Al 32. 1/2" GYPSUM BOARD TO BE INSTALLED ON ALL INTERIOR WALLS WHERE PLYWOOD IS NOT AREAS SIDE). AR CEMENT BOARD ID ). A.F.F. (KITCHEN /DINING ROOM). 9 PORTABLE FIRE EXTINGUISHER PER NFPA-10 INSTALLED BY OTHERS ON SITE AND REQUIRED. ALL JOINTS ARE TO BE TAPED. BOARD SHALL BE TYPE "WMR" IN ALL AREAS TO RECEIVE WALL TILE OR FRP PANELS A. B. SEE INTE R ELEVATIONS - DOOR SCHEDULE. ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE WITHOUT THE USE OF A 2 SUBJECT TO LOCAL JURISDICTION APPROVAL 3, GYPSUM 1/2" GYPSUM BOAR FROM TOP OF CEMENT BOARD TO 2ABOVE CEILING (DINING ROOM SIDE). D " 4, WALLS TO RECEIVE TILE BASE SHALL HAVE 1/2" USG "DUROCK" INSTALLED TO 18" A.F.F. KEY, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE 1/2" PLYWOOD FROM TOP OF CEMENT BOARD TO 2" ABOVE CEILING (KITCHEN /OFFICE SIDE). 10 ❑ PROVIDE 1/2" PLYWOOD SHEATHING AT (3) PLYWOOD SHELVES AS DIMENSIONED ON ELEVATION 4/A9 INSULATION NOTES: BOLTS SHALL NOT BE USED, LESS THAN 60" ABOVE THE a SEE SHEETS A2 (INTERIOR FINISHES). 1. LL EXTERIOR WALLS TO RECEIVE FIBERGLASS BAIT INSULATION TO MATCH DEPTH OF WALL C. ALL GLAZING WITHIN A 24" ARC OF DOORS WHOSE BOTTOM IS a WALL: E SOLID SURFACE SPLASH GUARD CAVITY. ALL EXPOSED INSULATION ABOVE CEILING SHALL BE RATED FS/SD PER CODE FLOOR AND ALL GLAZING IN DOORS SHALL BE SAFETY, TEMPERED, OR ACRYLIC PLASTIC W-4 RESTROOM BLOCKING NOTES: 5 2X6 WOOD STUDS AT 16" O.C. SECURED TO SLAB. 3-1/2" UN -FACED SOUND BATT INSULATION, FULL HEIGHT of FINISHED WALL, 12 GUARDRAIL. SEE DETAIL 3/A6 1. XCESS INDICATES BLOCKING REQUIRED IN WALL FOR PLUMBING LINES AND ODE. OM ACCESSORIES. BLOCKING SHALL BE FIRE RETARDANT WHERE REQUIRED BY CODE. FINISH SUBSTRATES: A. ALL JOINTS, OR SPACES LEADING TO ALL HOLLOW OR INACCESSIBLE SPACES SHALL s 1/2" CEMENT BOARD FULL HEIGHT BEHIND WALL TILE AREA; 1/2" GYPSUM BOARD AT NON -TILED WALL AREAS (RESTROOM SIDE). 13 SODA LINE CHASES (SEE: PLUMBING) 2. CONTRACTOR TO VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIALS PRIOR TO BIDDING. CONTRACTOR IS RESPONSIBLE FOR OBTAINING MANUFACTURERS' CUTSHEETS AND LOCATING B. BE SEALED WITH'NSF INTERNATIONAL' APPROVED SEALANTS. PROVIDE SOLID BLOCKING FOR WALL SUPPORTED ITEMS. 1/2" CEMENT BOARD TO 6" A.F.F. (KITCHEN / DINING ROOM). WOOD HEADER ABOVE COUNTER STAINED TO MATCH CR-1 (SERVES AS BLOCKING AS REQUIRED. THIS INCLUDES KITCHEN EQUIPMENT AND ITEMS FURNISHED AND C. GC TO PATCH AND REPAIR ALL REMAINING SUBSTRATE TO RECEIVE NEW WALL COVERINGS. PROJECT NO. 1/2" GYPSUM BOARD FROM TOP OF CEMENT BOARD TO 2" ABOVE CEILING (DINING ROOM SIDE). BOUNDARY FOR CEILING CHANGE BETWEEN KITCHEN AND DINING) INSTALLED BY OTHERS, ALL WALLS TO BE PRIMED WITH MOLD PROHIBITIVE PRIMER. 14 1/2" PLYWOOD FROM TOP OF CEMENT BOARD TO 2" ABOVE CEILING (KITCHEN / OFFICE SIDE). FRAMING NOTES: D. ALL GYPSUM BOARD BELOW FINISHED CEILING HEIGHT IS TO BE PREPARED FOR PAINTING 2018-002 SEE SHEETS A2 (INTERIOR FINISHES). 15 CERAMIC WALL TILE IF REQUIRED BY LOCAL CODE (COORDINATE WITH OWNER) T ONTRACTOR MAY SUBSTITUTE METAL STUDS FOR INTERIOR WALL, AND SOFFIT FRAMING. WHERE OR WALL COVERING AS INDICATED ON INTERIOR ELEVATIONS AND FINISH SCHEDULE. SEE USED, METAL FRAMING TO BE 25 GA. UNLESS NOTED OTHERWISE (U.N.O.). IF METAL STUDS ARE GEN. CONSTRUCTION NOTES FOR DINING AREA. W-5 KITCHEN WALL: USED, PROVIDE ARCHITECT WITH NOTIFICATION PRIOR TO BID AND/OR CONSTRUCTION SO THAT DECOR: 2x8 WOOD STUDS AT 16" O.C. , SECURED TO SLAB. WALL FRAMING NOTES: DETAILS MAY BE DEVELOPED FOR PERMIT AND CONTRACTOR USE. A. SEE SEATING PLAN ISSUE DATE 1/2" CEMENT BOARD FULL HEIGHT BEHIND WALL TILE AREA (BOTH SIDES) 2, REFER TO FRAMING NOTES FOR WALL SECTIONS B. SEE INTERIOR ELEVATIONS FOR WALL FINISHES SEE SHEETS A2 (INTERIOR FINISHES). 1. ALL INTERIOR WOOD FRAMED WALLS SHALL HAVE A PRESSURE TREATED 2X SILL 3 ALL INTERIOR NON -LOAD BEARING WOOD FRAMING TO BE #2 SPRUCE, FIR OR WHITE PINE. WHERE MISCELLANEOUS: 12/21/18 PLATE (MATCH SIDE TO SIZE OF STUDS). THIS PLATE SHALL BE SECURED . THE REQUIRED BY CODE, FRAMING SHALL BE #2 FIRE RETARDANT YELLOW PINE, CONTRACTOR TO A. DRAWING ARE BASED UPON WOOD FRAMING, UTILIZATION OF METAL STUDS ON V. 2X1KITCHEN WALL: FLOOR WITH WO DIA x 3" EMBED EXPANSION ANCHORS AT 2'B O.C. MIN. VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIALS PRIOR TO BIDDING NON -BEARING INTERIOR PARTITIONS, BULKHEADS AND SOFFITS IS ACCEPTABLE. �LF 2x10 WOOD STUDS AT 16" 0. C. ,SECURED TO SLAB. 2. ALL INTERIOR WOOD FRAMED WALLS SHALL HAVE BLOCKING BETWEEN THE 1/2" CEMENT BOARD FULL HEIGHT BEHIND WALL TILE AREA (KITCHEN SIDE) STUDS AT THE CEILING HEIGHT AND ALL PENETRATIONS THROUGH THIS 4. ALL WOOD IN CONTACT WITH THE SLAB MUST BE PRESSURE TREATED STUDS ARE USED, PROVIDE ARCHITECT WITH NOTIFICATION PRIOR TO BIqq��� 1/2" CEMENT BOARD FULL HEIGHT, PAINTED (COOLER SIDE) BLOCKING SHALL BE SEALED 5. ALL INTERIOR WALLS TO BE FRAMED TO UNDERSIDE OF TRUSS U.N.O. CONSTRUCTION SO THAT DETAILS MAY BE DEVELOPED FOR PERMIT AI��17N�� Q` WN CHE SEE SHEETS A2 (INTERIOR FINISHES). 3. ALL INTERIOR WOOD FRAMED WALLS SHALL CONTINUE TO THE BOTTOM OF THE 6. ALL INTERIOR WALLS THAT ARE NOT SHEAR WALLS TO BE ANCHORED W/ 5/8"DIA. EXPANSION FLOOR and BASE TILE: c WOOD TRUSS. PROVIDE A FRAMED WCONTL TOP PLATE SECURED TO EACH CROSSING ANCHORS AT 2'-8" O C. MAX AND WITHIN 6" EACH END, AND WITHIN 6" OF ALL SPLICING. SEE A. REFER TO SHEET A1.1 FOR FINISHES. GpDF' GCE C GM Z40 HI TRUSS WITH 2-16D GUN NAILS. WHERE WALL IS PERPENDICULAR TO TTRUSSES STRUCTURAL DRAWINGS FOR SHEAR WALL ANCHORS. B. TILE JOINTS (U.N.O W-7 HOOD WALL: 1. QUARRY FLOOR TILE - 1/4" .,{ • OC vV C Cj ` 2x4 WOOD STUD AT 16" O.C. , SECURED TO SLAB RUN CROSS BRACES AT 24" O,C.. SECURE EACH END TO THE TRUSSES W/2-16D 1/2" CEMENT BOARD FULL HEIGHT BEHIND WALL TILE (BOTH SIDES) GUN NAILS AND 2-16D GUN NAILS TOP PLATE TO CROSS BRACES 2. PORCELAIN FLOOR TILE = 't SEE SHEETS A2 (INTERIOR FINISHES). 3A. ALL NLB STUD TO PLATE CONNECTIONS SHALL BE PER THE FBC-B FASTENING DOOR AND LANDING NOTES: 3. BASS, TRIM, AND ACCESSORRIEIES =MATCH ADJOINING TILE UNITS SHEET N0. C. TILE INSTALLATIONS REQUIRE MANUFACTURERS STANDARD MOLDED CORNERS CHART, W-8 HOOD WALL: 4. AT METAL FRAMED WALLS PROVIDE 3-5/8"x2"x16GA TRACK TOP AND BOTTOM. 1. LANDINGS AT DOORS SHALL HAVE A MAXIMUM ELEVATION DIFFERENCE OF 1/2", AND MAY SLOPE D. PREP CONCRETE SLAB and REPAIR ANY CRACKS { 3-5/8" 16 GA. METAL STUDS AT 24" O.C., SECURED TO SLAB THE TRACKS SHALL BE SECURED TO THE SLAB WITH 0,625 DIA x3" EMBED AWAY FROM THE BUILDING AT THE EXTERIOR, AT A MAXIMUM SLOPE OF 1:48 PER FBC-B 1008.1.5. EXPANSION ANCHORS AT 2'-8/t, 1 1/2" DUROCK (BOTH SIDES) " O.C. MAX. SECURE EACH STUD TO THE BOTTOM 2. DOORS SHALL HAVE LEVEL LANDINGS AT BOTH SIDES, EQUAL IN WIDTH TO THE DOOR OPENING, AT /[_1\ SEE SHEETS A2 (INTERIOR FINISHES). AND TOP TRACK WITH 1 #10-16SMS EACH FLANGE. SECURE TRACK TO BOTTOM MINIMUM, WITH A MINIMUM DEPTH IN THE DIRECTION OF TRAVEL OF 44" PER FBC-B 1008.1.E OF TRUSSES WITH 2410-16 SMS EACH CROSSING r SS QT 1 }T (T-1)7 (T-1 caw... rtz �' ��� 1r�� I, 51-911 51-91 3' T1 s V w 1 FLOOR FINISH PLAN Scale: 1/4"=V-0" DIVISION 9: FINISHES SECTION 913: TILE GENERAL PROVISIONS: 1. SCOPE: FURNISH AND INSTALL ALL TILE FLOORS AND WALLS. 2. QUALITY CONTROL: ALL TILE MATERIALS AND INSTALLATIONS SHALL CONFORM TO THE RECOMMENDED PRACTICES OF THE TILE COUNCIL OF AMERICA, INC. 3. A NATIONAL ACCOUNT PROGRAM REFER TO DIRECTORY MATERIALS: 1. CERAMIC AND QUARRY TILE AS SHOWN ON FINISH SCHEDULE. 2. GROUT: 2.1. JOINTS IN FLOOR AND BASE: EPDXY IS RECOMMENDED - HYDROMENT V-PDXY AARII OR ALTERNATE HYDROMENT SANDED JOINT FILLER AS MANUFACTURED BY THE UPCO COMPANY OR EQUAL CUSTOM BUILDING PRODUCTS. COLOR AS SHOWN ON FINISH SCHEDULE. 2.2. JOINTS IN WALL: HYDROMENT TILE -MATE UNSANDED JOINT FILLER, 719 DRY TILE GROUT AS MANUFACTURED BY THE UPCO COMPANY OR EQUAL CUSTOM. BUILDING PRODUCTS. COLOR AS SHOWN ON FINISH SCHEDULE. 3. CONCRETE TILE BACKER BOARD: 3.1. DUROCK NAILABLE CONCRETE BACKER BOARD BY USG INDUSTRIES, INC., 101 S DR. CHICAGO IL 60606 ATTN: DEPT. #TOS-585. TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PERFORMANCE: 1. INSTALLATION: 1.1. INTERIOR CERAMIC WALL TILE SHALL BE INSTALLED IN ACCORDANCE WITH TILE COUNCIL METHOD W 243 GYPSUM BOARD, LATEX PORTLAND CEMENT BOND COAT WITH HYDROMENT TILE -MATE 710 WITH FLEX-A-LASTIC ADDITIVE. 1.2. INTERIOR FLOOR TILE AND BASE SHALL BE INSTALLED IN ACCORDANCE WITH TILE COUNCIL THIN -SET METHOD F113 DRY SET MORTAR OR LATEX PORTLAND CEMENT MORTAR WITH HYDROMENT TILE -MATE 760 WITH FLEX-A-LASTIC ADDITIVE. IN ALL AREAS EXCEPT KITCHEN & RESTROOMS WHERE SLAB IS DEPRESSED 2" - USE THICK SET METHOD AS DESCRIBED BELOW IN ITEM #2. SLOPE FLOOR PER FOUNDATION PLAN. 1.3. JOINTS IN FLOOR AND BASE JOINTS IN FLOORS AND BASE IN FOOD PREP, SUPPLY, SALES, UTILITY WASH, AND TOILETS TO BE INSTALLED IN ACCORDANCE WITH THE TILE COUNCIL METHOD OF #115 DRY -SET MORTAR WITH EPDXY GROUT IN LIEU OF CEMENT BASE GROUT. GROUT SHALL BE HYDROMENT U-PDXY AARII ALTERNATE "HYDROMENT JOINT FILLER" BY THE UPCO CO., IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. JOINTS SHALL BE 1/4" WIDE AND COMPLETELY FILLED LEVEL WITH THE SHOULDER OF THE TILE AND THEN TOOLED TO A SMOOTH DENSE FINISH. 1.4. JOINTS IN WALL TILE SHALL BE GROUTED WITH HYDROMENT JOINT FILLER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SHALL BE DAMP CURED. THE TILE SHALL BE CLEANED OF SURFACE GROUT AS WORK PROCEEDS USING DRY GROUT AND BURLAP CLOTH. NO ACID CLEANER SHALL BE USED. 1.5. CLEAR SILICONE SEALANT AROUND PERIMETER TILE EDGES WHEN ABUTTING TO OTHER MATERIALS. 2. THICK -SET FLOOR INSTALLATION METHOD: (OPTIONAL) 2.1. THICK -SET FLOOR INSTALLATION IN ACCORDANCE WITH TILE COUNCIL METHOD F112 CEMENT MORTAR MAY BE USED WITH 1/2" SETTING BED IN LIEU OF THIN -SET METHOD AT THE CONTRACTOR'S OPTION THROUGHOUT, PROVIDING FINISH FLOOR ELEVATIONS REMAIN AS SHOWN AND SLABS ARE DEPRESSED 2" TO COMPENSATE FOR 1-1/2" MIN. BED THICKNESS. FOR KITCHEN & RESTROOM AREAS ONLY (SEE ITEM 1.3 ABOVE) SEE SHEET STRUCTURAL FOR DEPRESSED SLAB LOCATIONS WHERE THIS METHOD IS REQUIRED. SECTION 9E: PAINTING GENERAL PROVISIONS: 1. SCOPE: SUPPLY ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE PROPER PAINTING AND FINISHING OF THE BUILDING MATERIALS: 1. PAINT BRANDS AND COLORS ARE GIVEN IN THE FINISH SCHEDULE TO SHOW EXACT COLOR REQUIRED. UNSPECIFIED BRANDS OF MATERIALS SUCH AS SHELLAC, TURPENTINE, THINNER, ETC., SHALL BE PURE AND OF THE BEST QUALITY OBTAINABLE. ALL MATERIALS SHALL BE USED WITHOUT ALTERATIONS AND ONLY AS SPECIFIED BY THE PAINT MANUFACTURER. 2. PUTTY AND FILLERS SHALL BE AS RECOMMENDED BY THE PAINT MANUFACTURER. 3. CAULKING MATERIAL SHALL BE'MONO' ACRYLIC TERPOLYMER BEALANT, WHITE COLOR, BY TREMCO MANUFACTURING CO., CLEVELAND, OH, OR APPROVED EQUAL. All A11 -4 «.. O All QT1Ir PERFORMANCE: 1. WORKMANSHIP: ALL SURFACES TO BE PAINTED SHALL BE CLEAN AND FREE OF DIRT, DUST, OR GRIT BEFORE PAINTING IS STARTED. PAINTING SHALL NOT BE DONE WHEN THERE IS SWEEPING OR EXCESSIVE DUST IN THE AIR, ALL PITCH STREAKS, RESIN, SPOTS, ETC., SHALL BE CLEANED OF ALL RESIDUE AND TOUCHED UP WITH SHELLAC BEFORE PAINTING. PUTTY ALL NAIL HOLES, CRACKS, ETC., IN WOODWORK AFTER THE FIRST COAT IS APPLIED. WHERE THE WOOD DOES NOT DRY TO A UNIFORM SHEEN OVER THE ENTIRE SURFACE, SPOT PRIME THE AREAS THAT INDICATE SUCTION BEFORE APPLYING FINISH COATS. UNDERCOATS OF PAINT SHALL BE TINTED TO A COLOR APPROXIMATING THE FINISH COATS, WITH ENOUGH VARIATION IN COLOR TO PERMIT VISUAL INSPECTION OF MATERIALS DURING THIS WORK. ALL MATERIALS SHALL BE EVENLY SPREAD AND FLOWED ON WITHOUT RUNS, SAP, OR EXCESSIVE BRUSH MARKS 2. STEEL DOORS, FRAMES, GATES, PIPE GUARDS, LIGHT POLES, EXPOSED SIGN SUPPORTS, GAS PIPES, HANDRAILS, AND OTHER FREE-STANDING METAL ACCESSORIES: 2.1. PRE -PRIMED: TWO (2) ADDITIONAL COATS OF EXTERIOR ENAMEL BENJAMIN MOORE IRON CLAD #163 OVER FINELY -SANDED PRIMER. SEE FINISH SCHEDULE FOR COLOR 2.2. BARE METAL: TWO (2) COATS BENJAMIN MOORE IRON CLAD #163 OVER TWO (2) COATS FINELY -SANDED METAL PRIMER, SEE FINISH SCHEDULE FOR COLOR. NOTE: GAS PIPE SHALL BE PAINED ONLY AFTER PRESSURE TESTED. 3. LIGHT POLES AND SIGN POLES SHALL BE PRIMED AND PAINTED WITH TWO COATS. REFER TO FINISH SCHEDULE FOR FINISH, SECTION 9F: PREFINISHED PANELS GENERAL PROVISIONS: 1. SCOPE: FURNISH AND INSTALL PANELS AND MATCHING TRIM, INTERIOR PREFINISHED PANELS, TRIM, CORNER GUARDS, AND ACCESSORIES. 2. NOTES: REFER TO NATIONAL ACCOUNT DIRECTORY. MATERIALS: 1. MARLITE PLANKS AND TRIM, 16" X 8'4" X 1/4", COLOR AND TEXTURE AS SHOWN ON FINISH SCHEDULE. 1.1. ADHESIVE: MARLITE BRAND C-375 WATERPROOF ADHESIVE. 1.2. CAULKING: MARLITE BRAND CAULKING. 2. FIBERGLASS REINFORCED PANELS 2.1. MARLITE TYPE 1200 TOG FRP PANELS, 4' X 8' X 0.10". AMD MATCHING TRIM, CLASS C/111. (USE 10' LENGTHS FOR CEILINGS > 8') 2.1.1. COLOR: SEE FINISH SCHEDULE 2.1.2. ADHESIVE: MARLITE BRAND C-375 WATERPROOF SOLVENT -BASED ADHESIVE. 2.1.3. CAULKING: MARLITE SILICONE BRAND SEALANT. 2.2. WHERE REQUIRED BY CODE ONLY, FIRE -RATED FRP PANELS WITH CLASS A/1 ARE AVAILABLE FOR MARLITE. 2.3. EXTRA DUTY CORNER GUARDS AT OUTSIDE WALL CORNERS IN FOOD PREP, POT WASH, AND STORAGE AREAS AS SHOWN SHALL BE MARLITE CORNER GUARDS 2" X 2" #M960FP, 96" TO EXTEND FROM TOP OF TILE BASE TO CEILING, WITH CONCEALED FASTENERS, CAULK TO MATCH. 2.3.1. SUBSTITUTION: MARLITE STAINLESS STEEL CORNER GUARDS F-560 X 96" WITH CONCEALED FASTENERS. 48", 16 GAUGE, STAINLESS STEEL CORNER GUARDS WITH 1/8" RADIUS WITH CLEAR CAULK. 2.4. WOOD TRIM INSIDE/OUTSIDE IN DINING AREA SHALL BE 1-1/8" X 1-1/8" X TBD PINE INCLUDED IN THE SEATING PACKAGE AND SHALL BE PAINTED BY THE SEATING SUPPLIER AND INSTALLED BY THE G.C. 1. INSTALL MARLITE FRP PANELS IN ACCORDANCE WITH MANUFACTUURER'S INSTRUCTIONS. APPLY MATCHING TRIM BEFORE INSTALLING PANELS, FLUE UP PANELS ON GYPSUM BOARD, SETTING ALL PANELS INTO TRIM IN A BED OF CLEAR CAULK. USE MARLITE SOLVENT -BASED ADHESIVE C-375 OR EQUAL APPROVED BY MANUFACTURER. DO NOT APPLY WHEN TEMPERATURE IS LESS THAN 40 DEGREES F. CAULK AROUND ALL JOINTS, TRIM, AND ABUTTING EDGES WITH CLEAR SILICONE. 2. INSTALL CORNER GUARDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ENSURE ALL EDGES ARE DE -BURRED AND SMOOTH. CAULK WITH CLEAR CAULKING AROUND EDGES. SECTION 9G: LAMINATE WALLS 1. FURNISH AND INSTALL PANELS PER MANUFACTURERS INSTALLATION REQUIREMENTS, REFER TO FINISH SCHEDULE. 2. APPLY LAMINATE TO 1/2" PLYWOOD SUBSTRATE AND ADHERE PANELS WITH MANUFACTURER'S RECOMMENDED GLUE AND ANCHORS. 3. ALL JOINTS TO BE BUTTED TOGETHER. NOTE: QUARRY TILE BASE (INSIDE CORNER) NOT SHOWN 2"x2"x48"x16 GA. ANGLE SET IN MAS FRP BO/ COUNTERSUNK HEAD SCREWS @ 1611 O.C.0 1/2" CONCRETE BD, TO 1E ABOVE FLOOR THEN 1/2" M MOISTURE RESISTANT GYP, OUTSIDE CORNER QUAF TILE COVE BF PROVIDE MILDEW RESISTF SILICONE SEALANT ALC BASE OF CORNER GUE IE 3 KITCHEN CORNER GUARD ELEVATION DETAIL Y = 1'-01, PROVIDE MI SILICONE __.._ ......__.._ BASE OF CORNER GUARD FRP BOARD COUNTERSUNK HEAD S/S SCREWS @ 16" O.C. (TYP) 2" x 2" x 48" x 16 GA, S/S ANGLE SET IN MASTIC. QUARRY TILE COVE BASE, OUTSIDE CORNER. QUARRY TILE FLOOR TARRY TILE FLOOR POPIll LOU121ANA IIITNIEN PLK 18 SERIES INTERIOR FINISH SCHEDULE COMPLETE WORKING LIST UPDATE: 1OW018 Mark Location I SUMlist I MaaniiI Material I Specification I Color Finish T-1 FIELD DINING&RESTROONS INTERCERAMIC PORCELAN TILE. CUSTOM FRENCH BROWN 13'ki 3"FLOOR TILE CB-7 DINING MEABA4E TILE 6"A3"BASE G-1 DINING MEAGROUT CUSTOM@ GPROD GROUT POLYBLEND #145 LIGHT SMOKE SANDEDOREPDXYBLEND QT-1 KITCHENI AFLOOR INTERCERAMIC QUARRYTILE OUARRYBASICS WYFLOMRRED31A ABRASNE6k8" DUARRY B'x B'COVE BASE OT-2 KITCHEN AREABASE G.2 KITCHEN AREAGROUT I CUSTOM BLDG PROD I GROUT I POLYBLEND 1 950 CHARCOAL I SANDEDOR EPDXY BLEND nnoR Mark Location Su pllerl Manta. Material Specification Colo, Rniah 1 CCAT #372, PRIMER 2 P-1 BENJAMIN WORE ACRYLIC LATEX PRIME IPANT 2159-30"APPLE CRISP" COATS, ULTRASPEC 500 EGGSHELL 1COAT#372 PRIMER P-2 DININGAREAWALLS BENJPM N MOORE A X ACRYLIC LATEX PRIME IPNNT 2146-10"DARK CELERW COATS ULTRASPEC 500 EGGSHELL 1 COAT#372 PRIMER P-3 BENJAMIN MORE ACRYLIC LATEX PRIME IPANT 2004-10'DEEP ROSE' COATS ULTRASPEC 500 EGGSHELL 1 COAT PRIMER 2 COATS P-7 DOORFRAMES BENJAMIN MORE ACRYLIC LATEX PRIME I PANT MIDSUMMER NIGHT 2134-20 #376 SEMI GLOSS AP4 WALL GRAPHIC, 3SN 46" GRAPHICS VENDOR CANVAS DIGITALLY AP.1'12 HOURS" FRAME PRINTED AP-2 WALL GRAPHIC, 38"x48" GRAPHICSVENDOR CANVAS DIGITALLYPRINTED MP2TRINITY FRAME AP-3 WALL GRAPHIC, 36"x48" GRAPHICS VENDOR CANVAS DIGITALLY AP.3"CAJUN GRAVED FRAME PRINTED AP-4 WALL GRAPHIC, 36"x48' GRAPHICS VENDOR CANVAS DIGITALLY M-4"FRIED CHICKEN" FRAME PRINTED AP-5 WALL GRAPHIC, 36"x48" GRAPHICS VENDOR CANVAS DIGITALLY PP-5 "BUTTERMILK BISCUITS" FRAME PRINTED AP-6 WALL GRAPHIC, 36'k46' GRAPHICS VENDOR CANVAS DIGITALLY AP-6 "PURE CANE" FRAME PRINTED AP.7 WALL GRAPHIC, Wx 48' GRAPHICS VENDOR CANVAS DIGITALLY AP-7-RED BEANS &RICE" FRAME PRINTED APd WALL GRAPHIC, 36N48' GRAPHICS VENDOR CANVAS DIGITALLY MINI AP.8.7 NATION6• FRAME AP-9 WALL GRAPHIC, 36N4T GRAPHICS VENDOR CANVAS DIGITALLY ppy'SHRIMP' FRAME PRINTED APAO WALL GRAPHIC GRAPHICSVENOOR WOOD PLANK STORYGRAPHIC AP-10"LOUISIANA KITCHEN" As-1 I'PAINTED POPEYES CLEAR STAIN TONGUE AND AP41 WALLGRAPHIC,84'DIAMETER GRAPHICS VENDOR PANTED "P"LK LOGO SEAL' GROOVE PLANK AP-12 WALL GRAPHIC, 3W DIX, 1 B"D GRAPHICS VENDOR PLYWOOD 2LAYER, STAINED AP-12'DIMENSION/LL POPEYES ROUGH BE&' M2 1N1-MOSAIC TILE ON Series DB PATTRNI MARDI GRAS CARNIVAL 6"STRIP RRESTROOMVJALL INTERCERAMIC 12N 12-MESH SHEETS BORDR IMURL T PORCELANTILE PINOT GOLD MEUNIER 13"X 13" T-4 INTERCERAMIC BULLNOSE TILE PINCT GOLD MEUNIER 212'X8' i PRIMER2 P-8 BENJAMIN MORE ACRYLIC LATEX PRIMEIPNNT 2159-30"APPLE CRISP" 'COATS#376 S)GLOGPRIME S COATS G-1 I RESTROOMWALLGROUT CUSTOMSLDGPROD GROUT POLYBLEND #145LIGHTSMOKE SANDED OR EPDXYSLEND 1I4.XlTx8' WS-1 DININGROOMWANSCOT MARLITE FAUXWOODGRAIN TONNGE AND 148MONTICELOANIGRE GROOVE PLANK OR-1 CHAIR RAIL 4"X1"SOLID MAPLE 50I50 BLEND OF MOHAWK SEATING VENDOR STAN DARK FRUITWOOD STAIN #M545-04047&MOHAAK 1 COATVARATHANE WATER BASED POLYURETHANE TRA TRIM VX Vx 114"MAPLE WIPING WOOD STAN NATURAL N545.0026 SEMI -GLOSS CG-1 CORNER GAURDS 1"X 114'MAPLE 2 COATS VARATHANE i XB PINE TONGUE 8 POPEYES SEAL AND NATURAL WATER BASED WC-1 WALL COVERING GRAPHICS VENDOR GROOVE NATURAL STAN, CLEAR WOOD POLYURETHANE SEMI. PINE PLANKS GLOSS LP-83 CIRCULAR SUSPENDED GRAPHICS VENDOR METAL AE-1 "LOUISIMAKITCHEN SOFFIT RING" W-1 KITCHENWALLS MARLITE FRPSHEET FRP P100-WHITE PEBBLE FINISH 5050 ELEDOF MORAVA DARK 1 COATVARATHANE WATER SW-1 WINDOWSILLS SEATINGVENOOR SOLID MAPLE WOOD STAN RRJUMCD STAN NW45 D4047& BRED POLYURETHANE MOHkVXWWNGWAOOD6A1N SEMI -GLOSS NATURAL N545-0028 5m) ELENJ OF MOHM DARK I COAT VARATHANE WATER ST.1 RESTROOMIWTCHEN DOORS G.C. BIRCH WOOD STAN FTUTW00OSTAIN#M545-N047& BASEOPOLYURETHANE MC14WKWIP143VOODSTAIN NATURAL N545.0026 SEMI -GLOSS HW-1 DOORHARDAME G.C. I HARDWARE ALL SATIN NICKEL ISATIN DFll INr4R Mark LocaBon Supplier 1Manuf. Material Specification Color Rniah P-8 MENUBOARD BULKHEAD BENJAMIN MORE ACRYLIC LATEX PRIME IPANT 2169.10 RACING ORANGE ICOAT #372, PRIMER COATS #376 SIGLOSS P-9 RESTROOMS CEILINGS BENJAMIN MORE ACRYLIC LATEX PRIME IPANT 1067 BLOND WOOD 1COAT #372. PRIMER COATS#376 SIGLOSS ACOU-1 DINING RCOMCEILING ACOUSTICAL TILE USG Radar 2220-WHITE SMOOTH GO. NSG INTERIORS 24 X24'XSIS" ClimePlua GRID-1 DINING GRID 15116"EXPOSEDGRID DONN DXL WHITE FLAT SHEETROCK ACOU-2 KITCHEN CEILING GYPSUMLAY-IN BRAND CIImaPlus 3270-WHITE SMOOTH G.OIUSO INTERIORS 24'X48"Xt G' PANEL WAIL GRID-2 KITCHEN GRID 15I16 DBL-WEB HOT DONN 2XLA WHITE FLAT DIPPED GALV STEEL (ENVIRONMENTAL) RFPMr.F DDIINTFRR Mark Location Suppllerl Manuf. Material Specification Color Rniah SS-i SERVICE COUNTERTOPS LG HAUSYS AMERICA HI -MAC CAYENNE GT927 SMOOTH PL.2 CASINETRYIDOORS FORMICA LAMNATE 6206-43 PLANKED DE LUXE PEAR MATTE Mt FRONT COUNTER SURFACE INTERCERAMIC 1x1'MIDSACTILEON Series DBPATTRNI MARDI GRAS CARNIVAL 12"x12"MESH SHEETS BORORIMURL C1 ACCENTTILEGROUT CUSTOM BLDG PROD GROUT POLYBLEND #145 LIGHT SMOKE NON -SANDED OR EPDXY BLEND 5N59 BLGDDF MONA4\K DARK 1COATVARATHANEWATER ST-1 FRONT COUNTER TRIM G.C. MAPLE STAN FRUBWOODSTAN#W5 M47& BASED PCLYURETHME MGHAwx VNFYJG WOODSTAN SEM-GLOSS NATURALN545A026 RFATINn ITARI FS R nPCYTR Mark Location Supplier l Manuf. Material Specification Odor Finish LP30& TABLETOPS A -LIGH FORMICA LAMINATE 6206.43 PLANKED DELUXE PEAR MATTE LP32 TABLE BASE SEATINGVENDOR STEEL POWDER COATED TCI-Chrome llPowder 9911- 01007 TMi T-MOULDING CHARTER VINYL T-Mold-4245 MBEIGE MATTE INDUSTRIES SS-2 P COUNTER TOP LGHAUSYSAMERICA HI -MAC ORANGE S27 SMOOTH SS-3PCOUNTER TOP LG HAUSVS PMERK:A HLM4C FIERY RED _ 525 _ SMOOTH _ LP36 FORMICA LAMINATE DMRCHMMATE 2200 MATTE P COUNTER BASE JOHNSONITE COVE BASE (FACTORY TOELESS#CBT-40 BROWN APPLIED) ow INTERCERAMIC 1"xf MOSACTLLEON Series DB PATTRNI MARDI GRAS CARNIVAL 6"STRIP 12'x 12"MESH SHEETS BCRDR IMURL CUSTOMBLDGPROO GROUT POLYSLENO #145 LIGHT SMOKE NON -SANDED OR EPDXY BLEND STEEL METAL POWDER COATED TCI- BLACK MINI TEX POWDER LP37-1 WALL PARTTONWTH SPICE 9012-9000 50150 BLEND OF MOHAWK &LP38 RACK&WALL PARTITION DARK FRUITWOOD STAN 1 COAT VARATHANE WATER SEATING VENDOR WOOD MAPLE #M545-D4047&MOHAWK BASED POLYURETHANE WIPING WOOD STAN NATURAL SEMI -GLOSS N545-0026 JOHNSONITE COVE BASE (FACTORY TOELESS#CET-40 BROWN APPLIED) ,OB" FORMICA LAMINATE 620E-43 PLANKED DELUXE PEAR MATTE METAL LEGS RAL 3004 PURPLE RED LP10 CHAR - RED WIIM1UOD SEAT TCI#9840-30195R SHERWIN WILLIAMS SEATING VENDOR METAL/MOULDED MAPLE SEAT MOULDED WOODEN BEAT RUDUCIBLE WIPING STAN BROWN, S84WXfN28594�4366 iCOATVARATHANE WATER BASED POLYURETHANE MIXED WITH WATER AT 3:1 SEM-GLOSS LP11 COUNTER STOOL RATIO METAL LEGS TCI-ChromellPowder991I- 01007 PCLYSTONE FIBERGLASS SEAT ROCK ISLAND POLYSTONE-PSLC506- FIBERGLASS SEAT& RAMSES UPHOLTERED BACK PAD WOVEN ARO COM UPHOLSTERED BACK CONNECTIONS- PAPRIKA#10 NANOIax STAN REESTAN PAD URBAN FINISH I ACRYLIC BACKING LP23,& BOOTH 5050BLEND.OFMOHAWK. LP25 DARK FRUITWOOD STAN 1 COAT VARATHANE WATER SEATINGWINCOR WOOD MAPLE #M545-D4047&WHAM BASED POLYURETHANE WIPING WOOD STAN NATURAL SEMI -GLOSS N5454026 JOHNSONITE COVE BASE (FACTORY TOELESS#CBT-40 BROWN APPLIED) .08. LL-1 PENDANTLIGHTS HERMTAGE LIGHTING GLPSS PENDANT RED GLASS CYLINDRICAL SEE FIXTURE SCHEDULE POLISH LL-2 PENDANTUGHTS PENDANT. BLACK LOBSTER LARGE CAGE SEE FIXTURE SCHEDULE LP418 TRASH RECEPTCLES FORMICq LPMNATE 6206-43 PLANKED DELUXE PEAR MA E LG HAUSYS AMERICA I MI -MAC I ORANGE 827 SMOOTH LP43 0 o v c � N V C m M QN C @ J 2 C ID LL O 4 m E>>MC IL Q ro� EL N , U r UO o I J J m I� - to J W U M w W CE m Uj LU Z LL C7 LLU r W U o 6 9i T~j U v fq O " CV N M 2 Z o a Q N n M L 6 w U 0 a w w w m O O Z w a w w U Z w Z (D U) w Q' w 2 0 Z a i C/) 1- Z w U al Q )� /J w rn w 2 i` R O D o 4a O I- x CD , z Of LLI O a p 0 n. LU 4,���) �/VJ</� LU F- r w J � O z w LL � w U LU r Z Q00 LU N d F~ = a � J o U) 0 )II � Y� O CD oC 8913 LLj w Of RED AR G. J w C 2 1 201E HAROLD DANIEL HUTTER III X FL, REG. 98913 w U ­­1 r" RELEASE DATE FOa aE���oMp��AN �s o V.00%0GGv V PROJECT NO. 2018-002 ISSUE DATE 12/21/18 DRAWN GM SHEET NO. CHECKEI 2 SPECIFICATIONS 4 KITCHEN CORNER GUARD ISOMETRIC DETAIL FINISH SCHEDULE 1 IM 1 REFLECTED CEILING PLAN Scale: 114"=V-0" OILCEILING HT. AT B.O.H N 9'-4" A.F.F. QUAD RECEPTACLE FRP 4B.C. BULKHEAD 6-10" A.F.F. STAINLESS STEEL TRIM CAP BY G.C. CROSS BRACING @ 24" ox. ROOF TRUSS- SEE STRUCTURAL DWGS. _ CLG HT AT FRT COUNTER 9'-6" A.F.F. LAY -IN CEILING AS SCHED. MENU BOARD FOR MOUNTING REFER TO SHEET Al2a FACE OF BULKHEAD TO BE PAINTED RACING ORANGE P-8 2 MENU BOARD AND SERVICE COUNTER LIGHTING SECTION DETAIL Scale: 3/4"44' 3 HT. AT DINING =.F. )LKHEAD =.F. M OF BULKHEAD PAINTED RACING BE P-8 IEYOND LIGHTING FIXTURES SHOWN OFFSET FROM CENTERLINE FOR CLARITY, TYP. T-0" AWNING LENGTH, V.I.F SPECIFICATIONS: DIVISION 9: FINISHES SECTION 9C: SUSPENDED CEILING 1. SCOPE: FURNISH AND INSTALL ACOUSTICAL TILE PANELS WITH SUSPENSION SYSTEM. 2. PERFORMANCE: GRID SHALL BE INSTALLED AS SHOWN AND IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. LEVEL ACCURATELY AND HANG FROM #9 GAGE ANNEALED WIRE NOT OVER 4' ON CENTERS. PROVIDE HOLD-DOWN CLIPS, COOPERATE IN FITTING AROUND AIR CONDITIONING AND VENTILATION OUTLETS. REFLECTED CEILING PLAN NOTES: DIMENSIONS A. ALL DIMENSIONS ARE TO FINISH FACE U.N.O. CEILING FINISHES A. REFER TO FINISH SCHEDULE SUSPENDED CEILING A. ACOUSTICAL PANEL INSTALLATION: INSTALL ACOUSTICAL PANELS WITH EDGES IN CLOSE CONTACT WITH METAL SUPPORTS AND IN TRUE ALIGNMENT. B. ALLOWABLE VARIATIONS FROM FLAT AND LEVEL SURFACE: 1/8" IN 10'-0" MAX. C. ALLOWABLE VARIATIONS FROM PLUMB OF GRID MEMBERS: AS CAUSED BY ECCENTRIC LOADS, 2- MAX D. INSTALL SYSTEM AFTER MAJOR CEILING WORK IS COMPLETE. COORDINATE LOCATIONS OF HANGERS WITH RELATED WORK LIGHTING A. CONFIRM LIGHTING FIXTURE QUANTITIES WITH SUPPLIER B. EMERGENCY AND NORMAL LIGHTING MARKED WITH'NL' SUBSCRIPT SHALL OPERATE CONTINUOUSLY, PROVIDE UNSWITCHED HOT TO NORMAL AND EMERGENCY BALLAST C. CONTRACTOR SHALL FIELD VERIFY CEILING TYPE AND PROVIDE PROPER MOUNTING HARDWARE D. ALL LIGHT FIXTURES SHALL BE SUPPLIED WITH LAMPS E. ELECTRICAL CONTRACTOR SHALL VERIFY AVAILABLE CIRCUITS IN ELECTRICAL PANELS and REUSE EXISTING CIRCUITS AS AVAILABLE COORDINATE CIRCUITING WITH SITE -ADAPT ENGINEER AFTER FIELD VERIFICATION OF PANEL LOADS GENERAL NOTES: 1.) CEILING GRID SHALL BE SUPPORTED FROM STRUCTURAL MEMBERS ONLY. GRID SHALL NOT BE SUPPORTED FROM OTHER TRADES WORK. 2.) COORDINATE GRID INSTALLATION WITH LOCATION OF MECHANICAL EQUIPMENT AS INDICATED ON SHEET M-1 AND E-1 3.) HANGER WIRES FOR GRID SHALL BE INSTALLED AT NOT MORE THAN 48" O.C. AND AT EACH CORNER OF LAY -IN LIGHT FIXTURES. SEE ELECTRICAL PLANS FOR FIXTURE LOCATIONS. 4.) CEILING GRID SHOULD BE CENTERED AT DINING ROOM. LIGHTING FIXTURES SHOWN OFFSET FROM CENTERLINE FOR CLARITY. WALL SCONCE TO BE LOCATED V-0" ABOVE GLAZING, TYP. *OFCI = OWNER FURNISHED CONTRACTOR INSTALLED CRID1 GRID SPECIFICATION LL TILE SPECIFICATION LL,'_LCEILING HEIGHT AFF po BALCONY LIGHTING 1 EXTERIOR LIGHTING (GOOSENECK) OFCI, COORDINATE FINAL LOCATION WITH BUILDING ELEVATIONS 0 SOFFIT RECESSED BALCONY DOWNLGHT SUPPLIED BY SIGN CONSULTANT 7 WALL PAK vEXIT SIGN / LIGHT COMBO 0 EXIT SIGN C�J EXTERIOR EMERGENCY LIGHTING m JUNCTION BOX Q CYLINDRICAL PENDANT LIGHT w © LL1 COORDINATE FINISH LOCATION WITH SEATING PLAN, O p CRABPOT PENDANT LIGHT a COORDINATE FINISH LOCATION Lug LL2 WITH SEATING PLAN, U.N.O. w m O cm MULTI -COLOR PENDANT LIGHT F- LL3 F_ z w 0 RECESSED DOWNLIGHT Lu w O RECESSED SPOTLIGHT 1-- COORDINATE FINISH LOCATION WITH GRAPHIC U z 07) SPEAKER I = ry J m m LL O D W p m R rn rn r a E A aLIJ ui LL H— LIJ � Z U � z Q LJ-1 U o J m J � W W U 2 uM O N N O z <n O M z z ¢ o LL o d iz W 0Lu H N O ^N j N N = U N N _E E Nw,500 z CD 2x4 LED FIXTURE WITH STAINLESS w STEEL TROFFER 0 MOUNT NO LOWER THAN 8' HATCHING INDICATES EMERGENCY LIGHT FIXTURE _ (COORD. W/ ELECTRICAL) 0 LED FIXTURE Z LIGHTING BY W.I.B. ¢ " MANUFACTURER. ELECTRICAL H INSTALLATION BY G.C., BULBS BY z G.C. uj 2 !! ® MECHANICAL- RETURN AIR U O w co Lu MECHANICAL -SUPPLY 0 m m J W d a = N U Cn w m ti _ LU H g O = u) N 0 O 0 FROM]MECHANICAL-REGISTER W l SECURITY LIGHTING CONTACT INFORMATION: 0- OJ 0 WHITNEY ILG, NATIONAL SALES 800-544-4848 a Q WILG@SECURITYLIGHTING.COM w U) wUJ w m O J Q t,' CO H Ld W Q 2 W $ 0H Z r O N d F- Lu a o x to MATERIALS: GRID1 15/16" DEL. WEBB HOT DIPPED GALV. STEEL TEE, ALUMINUM CAP #ZXA BY aoP U ,....... Gj�: �' HUTj U.S.G.-COLOR: WHITE FU) ACOU1 U,S.G. SHEETROCK BRAND LAY -IN CEILING TILE - "CLIMAPLUS" #3270, — WHITE VINYL 24"x48"x 1/2" u U Lu • — c ; . GRID2 DX26 15/16" EXPOSED GRID SYSTEM, ALUMINUM CAP #ZXA BY U.S.G. -COLOR: WHITE �; 98913 ; ; ACOU2 U.S.G. "RADAR CLIMAPLUS" #2220, STL EDGES, 24"x24"x 5/8", WHITE Lu y. G Optional Lu r TFAED ARG� ACOU2 U.S.G. "RADAR CLIMAPLUS" #2420, STL EDGES, 24"x24"x 5/8", WHITE CO 2016 GPBD1 1/2" WMR GYPSUM BOARD SURFACE, WHITE: JOINTS FILLED AND w SMOOTHED, PRIMED BEFORE PAINTING, NO TEXTURING a HAROLD DANIEL NUTTER III X FL. REG. 98913 MANUFACTURERS AND COLORS SHALL BE AS SPECIFIED. SUBSTITUTIONS WILL NOT BE LU ACCEPTED, PAINT TO BE APPLIED IN ACCORDANCE WITH MANUFACTURERS U TECHNICAL DATA SHEETS RELEASE uHit t 2 3 j q 5 6 NOTE: REFER TO FINISH SCHEDULE FOR OPTIONAL DINING AREA CEILING TILE AND GRID KEY NOTES: O 2x2 CEILING TILES AND GRID O2 2x4 FOOD GRADE, WASHABLE CEILING TILES AND GRID. O CONNECT MENU BOARD. CORD. W/OWNER ® EMERGENCY LIGHT FIXTURE. O GYP BOARD CEILING © NEW AWNING BY SIGN VENDOR (: NEW EXTERIOR WALL MOUNTED GOOSENECK LIGHT FIXTURE. COORDINATE WITH BUILDING ELEVATIONS FOR LOCATION ® NEW WALL MOUNTED EXTERIOR SIGNAGE PROVIDED BY SIGN VENDOR 0 NEW PENDANT LIGHT FIXTURE. COORDINATE FIXTURE TO CENTER OVER TABLES BELOW. 10 NEW DRIVE THRU CANOPY AND RAILING SYSTEM BY VENDOR 11 STAINLESS STEEL CEILING PANELS (20 GAGE) AT HOOD AREA 12 KITCHEN HOOD OPENING (COORDINATE WITH MECHANICAL DRAWINGS) PROJECT NO. 2018-002 ISSUE DATE 12121/18 __j DRAWN 7ft_— CHECKED GM HDH 1 SHEET NO. 0 M 0 1 2 4 1 A8 A9 AS A9 10'-0" MIN. T.O. PARAPET 16'-8" A. F. F. 5 I 3 I I I -----------`---------- — ---- ----------------------- ---- -- ----� I ` I z3" VTR �3" VTR o� 3" VTR i EXHAUST FAN — — — — — i (SEE MECHANICAL DRAWINGS) C " VTR SLOPE:1/4" t 5 EXHAUST FAf) i _ - - ) _) 1-1 0l TYP i T.O. PARAPET 16-8" A.F.F. 3 ICAL-DRAWINGS) T.O. PARAPET A8 18'-0" A.F.F. 3" VTR—\ 3 7 1 ROOF PLAN Scale: 114"=1'-0" A.C. UNIT WATER CUT (SHAPE MAY VARY) TOP OF CURB TO BE LEVEL SEALANT PENETRATION CURB MUST BE TAPERED TO INSULATED STACK 14 GA. METAL — OFF MASTIC j2' TO 6Y2" DIA. AS REQ'D MATCH SLOPE OF ROOF TOO CURB PERM G S.CHED SLEEVE FASTENED PIPE SIZE „ INSTRUCTIONS METAL HOOD:,,,,? STAINLESS STEEL POURABLE 1 MIN. TO DECK — -- CLAMP RING SEALANT LAP SEALANT PIPE BOOTED rC MIN. G.I. COUNTER FLASHING - PAINTED 2-PIECE BASE LAP SEALANT PIPE BOOT LAP SEALANT AN W WOOD BLOCKING 3„ MEMBRANE FLASHING ----.FURNISHED W1 CURB LAP OF UNCURED MECH. c FORM FLASH MECH. FASTENED FASTENED CONTINUOUS FLASHING RIGID INSULATION 0 " LAP SEALANT MEMBRANE ROOF rL� MEMBRANE SPLICING CEMENT ROOF STEEL CURB LAP SEALANT �t ATTACHED MEMBRANE ROOF---, OOF CONT. 2x6 P.T. WOOD & SHIM. ; 4x. xr x{`x�k (CRICKET HIGH SIDE OF OPG.) ATTACH TO DECK WITH SCREWS @ 12" O.C. RIGID DECKING ()IST TEK, SELF DRILLING & TAPPING JOIST INSULATION STRUCTURAL SCREW (OR EQUAL) DECKING MEMBER VOID CLOSURE DECK SCREW SCREW @ 12" O.C. FULL PERIMETER DECKING "" ANGLE FRAME CURB SUPPORT 6„ JOIST �� (OR EQUAL) 2 PIPING OR VENT FLASHING 3112" HOT GAS VENT PIPE DETAIL 4 PITCH POCKET DETAIL MECHANICAL CURB DETAIL Scale: 1-112"=1-0 '" Scale:1-=1'4' Scale: 1-1/2"=1'-0" Scale: 1-1/2"=1'4' 3" PVC ELBOW—_ REFRIGERANT SUCTION AND LIQUID LINES CONTINUOUS PIP EXPANDED OR CONDUIT POLYURETHANE STAINLESS STEEL FOAM AT END CLAMPS 9 c POLYVINYL SPUN ALUMINU CHLORIDE STEPPED PLATE "PPS" PIPE BOOT FURNISHED BY SEAL ROOFINGCONTRACTOR RIGID INSULATIO I ROOFING MEMBRANE ----------------------------- NOTE: 12" MIN. 1. BOND BASE TO ROOF AND MEMBRANE ROOF DECK TO BASE WITH MASTIC 2. ONE (1) FOR EACH UNIT 8NOT USED VENT/SWEEP ROOF PENETRATION DTL. Scale: 1/4"=1'-0" Scale: T" 1'4' 6'1 7 NOT USED m. T.O. PARAPET 16'-8" A.F.F. T.O. PARAPET 19'-4" A.F.F. T.O. PARAPET 16'-8 A.F.F. 3 ROOF PLAN NOTES: WATERPROOFING: A. PAINT UNDERSIDE OF PARAPET CAP FLASHING WITH FACTORY BONDED PAINT GRIP OR PRIMER B. TOP NAILING AT PARAPET CAP FLASHING WILL NOT BE ACCEPTED C. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE MADE AS INDICATED ON THE DRAWINGS OR SPECS D. ALL SHEET MTL FLASHING SHALL BE 22GA MIN. MISCELLANEOUS: A. ROOF PENETRATIONS CLOSER THAN 12" FROM ANOTHER PENETRATION SHALL NOT BE ALLOWED B. SEE DETAIL 1,2/A10 FOR PARAPET COPING DETAIL ROOF CALCULATIONS AND KEY PLAN STORM DRAINAGE DESIGNED IN ACCORDANCE WITH 2O17 FPC, 1106.2; 2017 FBC 1503 '=NAN m M Qi U M M M Lu CO Q �n EMN .Ny.. lO v z o E 0 C N L U a W W F- L1J Z z ' � Z Q W t J O J Co w U W K O N M O O p J N 0 , Z Y O LL O w U VV � v � U w y 0 v 2 Z O M i O �N Ir a2a QNQ Q Yam-' OU N N d m J D 0 W U w ROOF AREA A a Lu HORIZONTAL SURFACE: 1083 SF w VERTICAL SURFACE/2: 106 SF w TOTAL: 1189 SF m O 10" VERTICAL ROOF LEADER REQUIRED Z ROOF AREA B HORIZONTAL SURFACE: 1142 SF LLJ VERTICAL SURFACE/2: 117 SF Q TOTAL: 1259 SF r Lu 10" VERTICAL ROOF LEADER REQUIRED Ld U KEY NOTES: uj 1� COOLER/FREEZER CONDENSING UNITS (SEE MECHANICAL). Z INSTALLATION TO BE PROVIDED BY G.C. U) �2 ICE MACHINE CONDENSING UNIT ON STAND. UNIT SUPPLIED BY MFR. Q INSTALLATION TO BE PROVIDED BY G.C. Ir- ❑3 PRE -FINISHED METAL PARAPET CAP ED F- ❑4 PRE -FINISHED METAL GUTTER AND 3" X 5" DOWNSPOUT RUN DOWNSPOUT BELOW GRADE THEN OUT THRU FACE OF CURB Z �5 NEW AWNING BY SIGN VENDOR U) SIGN VENDOR TO PROVIDE NEW WALL MOUNTED SIGN (COORDINATE H W ELECTRICAL WITH VENDOR) g ❑7 NEW DRIVE THRU PRE-FAB CANOPY AND RAILING U O ❑S NEW FIXED ACCESS LADDER 0 w 9❑ NOT USED w ~ 10 ROOF WALKPAD O F- x CD r Lu Lu n. O x a w w O J Z a F- x CD a SEAL 0 3 2019 (� OF EEL HUT/O9 A: co 2 c;• Lu ilt R98913 V J U) c ��SA •.. G��� Lu T IC a x w RELEASE DATE - COMMENT RESPONSE 03/28/19 2 3 4 5 ti 6 PROJECT NO. 2018-002 ISSUE DATE vo 12121/18 GoyA��A`- DRAWN CHECKED - GGV `Vof G;G N GMT HDH SS �,pAL SPECIFICATIONS: DIVISION 7: THERMAL AND MOISTURE PROTECTION GENERAL SECTION 7C: SHEET METALWORK PROVISION 1. SCOPE: FURNISH AND INSTALL GRAVEL STOPS, FLASHING, PARAPET CAP, DOWNSPOUTS, AND GUTTERS. A. ROOFING MEMBRANE FLASHING IS INCLUDED IN SECTION 7B: MEMBRANE ROOFING. MATERIALS 1. MATERIALS SHEET METAL: .032 ALUMINUM. 2. NAIL FASTENERS: 1 3/4' X 11 GAUGE GALVANIZED, STAINLESS STEEL, OR ALUMINUM ROOFING NAILS MAY BE USED FOR FASTENERS INTO WOOD WHEN CONCEALED ONLY 3. WASHERS: NEOPRENE 4. SCREW FASTENERS: CORROSION -RESISTANT, SELF -TAPPING, HEX HEAD SCREW, 1/4" MINIMUM DIAMETER WITH SUFFICIENT LENGTH TO PENETRATE V MINIMUM INTO WOOD OR 1/2" MINIMUM INTO STEEL. PROVIDE NEOPRENE SEALING WASHER FOR EXPOSED FASTENING. PERFORMANCE 1. INSTALLATION: EXPOSED FLASHINGS SHALL BE PAINTED TO MATCH ADJACENT MATERIALS. VERIFY WITH POPEYES' REPRESENTATIVE. SECTION 7D: STANDING SEAM PART 1-GENERAL CANOPY 1.0 SUBMITTALS A. SUBMIT FOR APPROVAL SAMPLES, SHOP DRAWINGS, PRODUCT DATA. QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, STORE MATERIALS IN ACCORDANCE WITH WARRAW ANUFACTURER'S INSTRUCTIONS. METAL ROOF SYSTEM MANUFACTURER, UPON FINAL ACCEPTANCE FOR PROJECT, FURNISH A WARRANTY COVERING BARE METAL AGAINST RUPTURE, STRUCTURAL FAILURE AND PERFORATION DUE TO NORMAL ATMOSPHERIC CORROSION EXPOSURE FOR A PERIOD OF 20 YEARS. PART 2 - PRODUCTS (UC-4 SERIES, AS MANUFACTURED AND SPECIFIED BY UNA-CLAD., METAL ROOF SYSTEMS.) 2.0 MATERIALS A. METAL ROOF SYSTEM PROFILE: 1. UC-4 "NO CLIP", 1 1/2" HIGH BATTENS x 12" RIB TO RIB. (SMALL BATTEN-SB) 2. CONCEALED FASTENER B. GAUGE: 1. .026 GAUGE - STEEL C. TEXTURE: 1. SMOOTH. D. FINISH: 1. PREMIUM FLUOROCARBON COATING PRODUCED WITH KYNAR 500 OR HYLAR 5000 RESIN (20 YEAR WARRANTY.) E. MANUFACTURER: 1. UNA-CLAD OR EQUAL. PART 3 - EXECUTION 3.0 INSTALLATION A. COMPLY WITH SMACNA SHEET METAL MANUAL RECOMMENDATIONS. COMPLY WITH ACCESSORY MANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS. COORDINATE INSTALLATION WITH ROOFING SYSTEM TO ENSURE WEATHERTIGHT PERFORMANCE. B. ANCHOR SECURELY TO STRUCTURE TO WITHSTAND INWARD AND OUTWARD LOADS. C. ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION. DIVISION 9: FINISHES SECTION 9G: EIFS PART 1GENERAL 1.01 DESCRIPTION A. DESIGN REQUIREMENTS: THE STRUCTURAL WALL SYSTEM TO WHICH THE EIFS IS ATTACHED SHALL MEET U240 MAXIMUM ALLOWABLE DEFLECTION CRITERIA AND APPLICABLE BUILDING CODE REQUIREMENTS. 1.02 SUBMITTALS A. SUBMIT SAMPLES FOR APPROVAL AS DIRECTED BY OWNER. - -- 1.03 DELIVERY, STORAGE AND HANDLING A. ALL EIFS MATERIALS SHALL BE DELIVERED IN THEIR ORIGINAL SEALED CONTAINERS BEARING MANUFACTURER'S NAME AND IDENTIFICATION OF PRODUCT WITH WRITTEN APPLICATION INSTRUCTIONS AND APPROPRIATE HEALTH, HAZARD, AND SAFETY DATA. B. ALL EIFS READY -MIXED MATERIALS SHALL BE PROTECTED FROM EXTREME HEAT, SUN AND FROST, FACTORY PROPORTIONED BAGGED MATERIALS SHALL BE STORED OFF THE GROUND AND PROTECTED FROM MOISTURE. 1.04 JOB CONDITIONS A. ALL EIFS MATERIALS SHALL NEVER BE APPLIED IF AMBIENT AND SURFACE TEMPERATURES CANNOT BE KEPT ABOVE 40- F DURING APPLICATION AND DRYING PERIOD. FOR INSTALLATION IN TEMPERATURES LESS THAN 40' F SUPPLEMENTARY HEAT SHALL BE PROVIDED, THE INSTALLED EIFS MATERIALS SHALL BE PROTECTED FROM EXPOSURE TO. RAIN AND FREEZING UNTIL DRY. 1.11 WARRANTY A. PROVIDE MANUFACTURERE'S STANDARD LABOR AND MATERIAL WARRANTY. PART 2 PRODUCTS 2.01 MANUFACTURERS A. STO CORP. B. DRYVIT SYSTEMS, INC. 2.02 ADHESIVES A. DISPERSION ADHESIVE - NONCEMENTITIOUS, ACRYLIC BASED ADHESIVE. 2.03INSULATION BOARD A. NOMINAL 1.0 lb/cubic feet (16 kg/cubic meter) EXPANDED POLYSTYRENE (EPS) INSULATION BOARD IN COMPLIANCE WITH ASTM C 578 TYPE I REQUIREMENTS, AND EIMA GUIDELINE SPECIFICATION FOR EXPANDED POLYSTYRENE (EPS) INSULATION BOARD. 2.04BASECOAT A. ONE -COMPONENT POLYMER MODIFIED CEMENTITIOUS BASE COAT WITH FIBER REINFORCEMENT AND LESS THAN 33% PORTLAND CEMENT CONTENT BY WEIGHT. 2.05 REINFORCING MESHES A. STANDARD MESH 1. STO MESH -NOMINAL 4.5 oz/sq.yd. (163 g/sq.meter), SYMMETRICAL, INTERLACED OPEN -WEAVE GLASS FIBER FABRIC MADE WITH MINIMUM 25 PERCENT BY WEIGHT ALKALINE RESISTANT COATING FOR. COMPATIBILITY WITH STO MATERIALS. B. HIGH IMPACT MESH 1. STO INTERMEDIATE MESH (MESH C) -NOMINAL 11.0 oz/sq.yd. HIGH IMPACT, INTERWOVEN, OPEN WEAVE GLASS FIBER FABRIC WITH ALKALINE RESISTANT COATING FOR COMPATIBILITY WITH STO MATERIALS. 2.06 PRIMER A. STO PRIMER ACRYLIC BASED PRIMER (FOR STO ACRYLIC BASED FINISHES) 2.07 FINISH COAT A. STO ACRYLIC BASED TEXTURED WALL COATING. SEE E.I.F.S. FORMULAS FOR FINISH COLOR. 2.08 JOB MIXED INGREDIENTS A. PORTLAND CEMENT: ASTM C 150, TYPE I. B. WATER: CLEAN AND POTABLE, PART 3 EXECUTION A. UNDER NO CIRCUMSTANCES SHALL ANY OF THE PRODUCTS BE ALTERED BY ADDING ANY ADDITIVES, EXCEPT FOR SMALL AMOUNTS OF CLEAN WATER AS DIRECTED ON LABEL. ANTIFREEZE, ACCELERATORS, RAPID BINDERS, ETC., ARE FORBIDDEN. B. THE SURFACE TO RECEIVE THE EIFS SHALL BE STRUCTURALLY SOUND, CLEAN, DRY AND FREE OF WARPAGE, RESIDUAL MOISTURE OR DAMAGE FROM MOISTURE. SURFACES SHALL BE UNIFORM, WITH NO IRREGULARITIES GREATER THAN 1/8" in 4'4'. SURFACES SHALL BE INSPECTED FOR COMPLIANCE WITH THE FOLLOWING REQUIREMENTS PRIOR TO INSTALLATION OF THE EIFS: 1. PLYWOOD SHEATHING SHALL MEET A.P.A.(AMERICAN PLYWOOD ASSOCIATION) REQUIREMENTS FOR EXTERIOR OR EXPOSURE 1 CLASSIFICATION. APA DESIGN AND CONSTRUCTION GUIDELINES SHALL BE FOLLOWED FOR STORAGE, HANDLING AND INSTALLATION. MANUFACTURER'S PUBLISHED RECOMMENDATIONS SHALL BE FOLLOWED FOR SHALL BE FOLLOWED FOR STORAGE, HANDLING, STORAGE, HANDLING, INSTALLATION AND PROTECTION. ANY SHEATHING NOT IN COMPLIANCE SHALL BE REPLACED TO CONFORM WITH SPECIFICATION REQUIREMENTS PRIOR TO INSTALLATION OF THE EIFS. 2. CONCRETE, MASONRY OR PLASTER SURFACES SHALL BE PROPERLY CURED AND FREE OF DIRT, DUST, OIL, GREASE, MILDEW, FUNGUS, LATENCY, PAINT, EFFLORESCENCE AND ANY OTHER CONTAMINANT. ANY SURFACES NOT IN COMPLIANCE SHALL BE CORRECTED PER MANUFACT. RECOMMENDATIONS PRIOR TO INSTALLATION OF THE EIFS. C. AFTER SATISFACTORY INSPECTION OF SURFACES AND CORRECTION OF ANY DEVIATIONS FROM SPECIFICATION REQUIREMENTS, THE EIFS INSTALLATION MAY BEGIN PER MANUFACTURER'S INSTRUCTIONS. D. THE STARTER STRIP OF MESH SHALL BE WIDE ENOUGH TO ADHERE 4" OF MESH ONTO THE WALL, BE ABLE TO WRAPAROUND THE BOARD EDGE AND COVER APPROXIMATELY 4" ON THE OUTSIDE SURFACE OF THE BOARD. THIS "BACKWRAP" PROCEDURE SHALL BE FOLLOWED AT ALL EXPOSED BOARD EDGES IN ACCORDANCE WITH DETAILS (EXAMPLE -WINDOW AND DOOR HEADS AND JAMBS). ALL AREAS WHERE THE EIFS MEETS DISSIMILAR MATERIAL OR TERMINATES (FOR EXAMPLE, WINDOW AND DOOR FRAMES) SHALL HAVE THE INSULATION BOARD CUT BACK FROM THE ADJOINING MATERIAL A MINIMUM OF 1/4" TO FORM AN ISOLATION JOINT. E. APPLY THE ADHESIVE TO THE BACK OF THE INSULATION BOARD. STAGGER VERTICAL JOINTS AND INTERLOCK BOARDS AT ALL INSIDE AND OUTSIDE CORNERS. APPLY FIRM PRESSURE OVER ENTIRE SURFACE OF THE BOARDS TO INSURE UNIFORM CONTACT. BOARDS SHALL BRIDGE SHEATHING JOINTS BY A MINIMUM OF 8". ALL BOARD JOINTS SHALL BE BUTTED TIGHTLY TOGETHER TO ELIMINATE ANY THERMAL BREAKS IN THE EIFS. CARE MUST BE TAKEN TO PREVENT ANY ADHESIVE FROM GETTING BETWEEN THE JOINTS OF THE BOARDS. ALL OPEN JOINTS IN THE INSULATION BOARD LAYER SHALL BE FILLED WITH SLIVERS OF INSULATION OR AN APPROVED SPRAY FOAM. F. NAILS, SCREWS, OR ANY OTHER TYPE OF NONTHERMAL MECHANICAL FASTENER SHALL NOT BE USED. G. EXPANSION JOINTS ARE REQUIRED IN THE EIFS WHERE THEY EXIST IN THE SUBSTRATE, WHERE THE EIFS ADJOINS DISSIMILAR CONSTRUCTION, AND AT FLOOR LINES IN MULTILEVEL WOOD FRAME CONSTRUCTION. THE EIFS SHALL TERMINATE AT THE EXPANSION JOINT TO PROVIDE APPROPRIATE JOINT SIZE (SEE DETAILS) AND ALL BOARD EDGES SHALL BE COATED WITH APPROPRIATE GROUND COAT AND MESH IN ACCORDANCE WITH STANDARD "BACKWRAPPING" PROCEDURE. APPROPRIATE SEALANT/PRIMER AND BACKER SHALL BE INSTALLED AFTER GROUND COAT IS FULLY DRY TO PREVENT ANY WATER FORM GETTING INTO OR BEHIND THE SYSTEM. H. USE OF PLASTIC OR METAL CORNER BEADS, STOPBEADS, ETC., IS FORBIDDEN. I. APPLY APPROPRIATE GROUND COAT OVER THE INSULATION BOARD _ WITH PROPER SPRAY EQUIPMENT OR A STAINLESS STEEL TROWEL TO A UNIFORM THICKNESS OF APPROXIMATELY 1/16". WORK HORIZONTALLY OR VERTICALLY IN STRIPS OF 40", AND IMMEDIATELY EMBED STANDARD REINFORCING MESH INTO THE WET GROUND COAT. THE MESH SHALL BE DOUBLE WRAPPED AT ALL CORNERS AND OVERLAPPED NOT LESS THAN 2-1/2" AT MESH JOINTS.AVOID WRINKLES IN THE MESH. THE FINISH THICKNESS OF THE GROUND COAT SHALL BE SUCH THAT THE MESH IS FULLY EMBEDDED. ALLOW GROUND COAT TO THOROUGHLY DRY BEFORE APPLYING PRIMER OR FINISH. J. DUPLICATE INSTALLATION PROCESS NOTED IN 3.01 M USING STANDARD MESH CREATING SECOND MESH LAYER AND ADDITIONAL IMPACT RESISTANCE. ALLOW TO DRY BEFORE APPLICATION OF EITHER STO PRIMER (OPTIONAL) OR STO FINISH. K. IF A PRIMER IS USED, APPLY WITH BRUSH, ROLLER OR PROPER SPRAY EQUIPMENT OVER CLEAN, DRY GROUND COAT AND ALLOW TO DRY THOROUGHLY BEFORE APPLYING FINISH. P. APPLY FINISH DIRECTLY OVER THE GROUND COAT (OR PRIMED GROUND COAT) ONLY AFTER THE GROUND COAT/PRIMER HAS THOROUGHLY DRIED. THE FINISH SHALL BE APPLIED BY SPRAYING, ROLLING OR TROWELING WITH A STAINLESS STEEL TROWEL, DEPENDING ON FINISH SPECIFIED. GENERAL RULES FOR APPLICATION OF FINISHES ARE AS FOLLOWS: 1. USE A CLEAN, RUST -FREE, HIGH-SPEED MIXER TO THOROUGHLY STIR THE FINISH TO A UNIFORM CONSISTENCY (SMALL AMOUNTS OF CLEAN WATER MAY BE ADDED TO AID WORKABILITY). 2. AVOID APPLICATION INDIRECT SUNLIGHT. 3. APPLY FINISH IN A CONTINUOUS APPLICATION, ALWAYS WORKING TO A WET EDGE. 4. WEATHER CONDITIONS AFFECT APPLICATION AND DRYING TIME. HOT OR DRY CONDITIONS LIMIT WORKING TIME AND ACCELERATE DRYING AND MAY REQUIRE ADJUSTMENTS IN THE SCHEDULING OF WORK TO ACHIEVE DESIRED RESULTS; COOL OR DAMP CONDITIONS EXTEND WORKING TIME AND RETARD DRYING AND MAY REQUIRE ADDED MEASURES OF PROTECTION AGAINST WIND, DUST, DIRT, RAIN AND FREEZING. 5. AESTHETIC "U"-GROOVES MAYBE DESIGNED INTO THE SYSTEM. (A MINIMUM OF 3/4" INSULATION BOARD MUST BE LEFT AFTER ANY GROOVES ARE CUT). 6. "R" (RILLED TEXTURE) FINISHES MUST BE FLOATED WITH A PLASTIC TROWEL TO ACHIEVE THEIR RILLED TEXTURE. 7. AVOID INSTALLING SEPARATE BATCHES OF FINISH SIDE -BY -SIDE. 8. APPLY FINISH COLOR TO EIFS MIX AND APPLY TO WALL. COLOR TO MATCH EXTERIOR FINISH SCHEDULE COLORS. L. STO EXTERIOR INSULATION AND FINISH TEXTURE SYSTEM: APPLY HIGH IMPACT SYSTEM ADJACENT TO DOORS FOR ADDITIONAL IMPACT RESISTANCE, USING STO INTERMEDIATE MESH. USE THE STANDARD SYSTEM SPECIFICATIONS AT ALL OTHER LOCATIONS. T.O. PARAPET ACCENT BAND 12'-10 1/8" WIDTH OF SIGNAGE 5'-0* 5'-0' WALL MOUNTED SIGN AND FRAMING AS SHOWN: IL-27 ILLUMINATED LETTERS BUILDING SIGN C-1 j1 EP-7 IL TOTAL OF 3 EQ. WINDOWS W/ MULLIONS T.O. PARAPET 19'-4" AFF T.O. AWNING SUPPORTS AT 4'-0" O.C. AND AT EACH END B.O. AWNING OL 9'-4" AFF ACCENT BAND - FINISHED FLOOR AL 06 4'-5" 3 4'-3" 1 5'-0' kv 1 BUILDING ELEVATION 3 SHUTTER DETAIL Scale: 1/4"=1'-0" Scale: 114"=1'-0" T.O. PARAPET 19'-4"AFF T.O. PARAPET 3" x 5" DOWNSPOUT, TIED INTO STORM DRAIN, PAINT EP-3 - Z J-BOX FOR OPTIONAL SIGN t7 TO MATCH STOREFRONT INSULATED GREASE ] REMOVAL PIPE WALL PACK C] LIGHT FIXTURE FF 1 EP-1 0 0 EP-3 ACCENT EP-2 0 BAND 1EP-3 SW-1 EP 3 / M FINISHED FLOOR 0'-0" AFF. _ ELEC. C.T. CABINET, DISCONNECT (VERIFY W/ LOCAL CO2 CANNISTER CODE THE REQ'D. LOCATION & MOUNTING HEIGHT) 2 BUILDING ELEVATIONS Scale:1/4"44' EXTERIOR FINISH NOTES E.I.F.S. WALL TEXTURE FINISH Manuf. Texture STO STO ESSENCE SWIRL for GOLDEN, BROWN COLOR STO STOUT 130D, FINE SAND for RED COLOR DRYVIT QUARTZ PUTZ FINISH NOTES THE FOLLOWING COMPONENTS CAN BE PURCHASED FROM THE APPROVED SIGN VENDORS: * STANDING SEAM ROOF * D/T WINDOW CANOPY RAILING * CLEARANCE BAR * MENU CANOPY " GUARD RAIL AWNINGS SHUTTERS STO COLORS NA10-0036 - DELIGHTFUL GOLDEN NAIO-0037 - MOCHA BROWN NAIO-0038 - EXOTIC RED DRYVIT COLORS POPE051020 - DELIGHTFUL GOLDEN POPE021028S - EXOTIC RED POPE031020S - MOCHA BROWN 18'-0" AFF. Affl I179 Rio -- EP-2 ACCENT BAND SW-1 3' x 5" DOWNSPOUT, INTO STORM DRAIN, PAINT EP-3 GREASE ENCLOSURE BY VENDOR. PROVIDE QUICK COUPLE HOSE CONNECTOR & DRAIN VALVE AT FRYERS, RUN SELF -DRAINING PIPE FROM FRYERS TO OUTSIDE COLLECTION UNIT. (2) DOUBLE LOUVER VINYL SHUTTER (VERIFY SIZE WITH SEPARATE SIGNAGE SUBMITTAL) �V SPACE GAP EIFS FRAME, PAINTED EP-1 POPEY191OU121ANA KITCHEN EXTERIOR FINISH SCHEDULE NEW CONSTRUCTION AND REIMAGING UPDATE. 1112412014 Mark Location Supplier / Manuf. Material Specification Color Finish / Notes MAIN WALL SURFACE EP-1 ABOVE WAINSCOT ACCENT PAINT OR EIFS FORMULA #2158-30 DELIGHTFUL GOLDEN 185 Low Lustre TRIM CROWN / WALL SURFACE EP-2 ACCENT / WAINSCOT BENJAMIN MOORE PAINT OR EIFS FORMULA #2086-10 EXOTIC RED t" 185 Low Lustre ACCENT TRIM WAINSCOT BELOW EP-3 ACCENT TRIM@REAR BLDG EIFS / METAL / PAINT #2107-20 MOCHA BROWN 185 Low Lustre 14 1/2"x60" VINYL SHUTTERS L2 -VINYL UNFINISHED 030 - PRINTABLE SHUTTERCONTRACTOR.COM (Balcony) 25 VINYL L7S - VINYL UNFINISHED 030 - PAINTABLE EP-4 SHUTTERS SHUUTTEBuilding) SHUTTERS BENJAMIN MOORE PAINT #2040-10 RAINFOREST FOLIAGE 170 Semi Gloss EP-5 D/TTHRUWINDOW RAILING VENDOR / TIGER DRYLAC METAL / POWDER COAT RAIL6009 HUNTER GREEN SMOOTH EP-5 CANOPY AND RAILINGS RAILING VENDOR! METAL / PAINT #2040-10 RAINFOREST FOLIAGE P-29 DTM Semi Gloss ALT BENJAMIN MOORE EP-6 STORE FRONT GLAZING YKK AP ANODIZED ALUMINUM #YB5N DARK BRONZE 21-28 DAYS EP-6 STORE FRONT GLAZING READY MIX BRONZETONE P-29 DTM Semi Gloss ALT) METAL / PAINT EP-7 DUMPSTER WALLS / GATES BENJAMIN MOORE #2107-20 MOCHA BROWN 185 Low Lustre EP-8 BOLLARDS METAL / ASPHALT / PAINT SAFETY &ZONE RM SAFETY YELLOW P58-10 E ACRYLIC MARKING SWA BORAL STONE VERSETTA; SIMULATED LEDGESTONE PLUMB CREEK NON -OVERLAP �oM STONE WAINSCOT STONE VENEER E SGA QUIKRETE VENEER STONE MORTAR POLYMER MODIFIED MOCHA BROWN 113T85 G-1 AWNING GRATE OPT. AWNING SUPPLIER METAL / POWDER COAT RAL 6009 HUNTER GREEN SMOOTH C-1 STANDING SEAM CANOPY COPPER SALES, INC. UNA-CLAD UC-4 ALUMINUM REGAL RED 12" OC / GUAGE PER LOCAL CODE REQUIREMENTS U r` fn0 J m {i w U � � uj W Lu v M Z O J i 0 ' z uw, W W U , d d U w A0'16' = Z o < g r N N C1 w O O G_ a LLl w m O H I- O Z w UJ W 2 H Ill U LU W 2 Z C9 N W O_ W S F- Z Q H Z W O 0 W N w _ F- O I- H 2 LU w o_ O Qr d roft] iG 0 Z W o J m W W W = U N M Q W W ~ C:) � FX- w a Z W U Q Q W > OU � N LU _ O a LI..I r CO i z rn n CV 9 w r U a® DEC 2 1 2018 HAROLD DANIEL HUTTER III FI RFr; ARA13 r RELEASE LPROJECT NO. 2018-002 ISSUE DATE 12/21/18 DRAWN CHEC GM I JC SHEET N0. A5;`* 3'-0" 8 SPACES @ 1'7 MOLDED COVER - RAIL 1"xl" STEEL TUBE - POST 2"x2" STEEL TUBE POST 1/2"xl/2" PICKETS- 1"xl" STEEL TUBE - POST CORE DRILLED POST W/SOCKETS AND CAPS 3 ENLARGED ELEVATION Scale: 112"=V-0" 11 EQ. 6'-3" V-3° EQ. V-101/2" 11'-6 1/2" T.O. PARAPET OL SHUTTER SHUTTER 4'-1 3/40 12 1" 18'-0"AFF. ° EP-4 EP-4 2'-4 V-7 1/2" i F GUTTER & DOWNSPOUT n ITYn PAINT MOCHA BROWN EP 1 '—�� _ ', t 4 ran �i Rini -SEE ROOF PLAN LADDER, PAINT MOCHA BROWN TO MATCH STORE FRONT--\ GREASE REMOVAL PIPE INSULATE EXPOSED PIPE GREASE & CO2 ( ENCLOSURE BY VENDOR cc NOTE: SEE 6/Al2 FOR DDITIONAL INFORMATION io i T.O. PARAPET 16-8" AFF S-36 ILLUMINATED SEAL BUILDING SIGN P I B.O. AWNING Q. 5 -2' 6-6• 5'-2- Q 9,-4„ AFF I SUPPORT ROD CL SUPPORT ROD SUPPORT ROD C-1 EQ, 18'-1" : EQ. r EP-3 ACCENT BAND EP-2 o :T co CO 3" x 5" DOWNSPOUT 5'-6" 12'-1" 12'-1" � S-8°'--6"0 STEEL BOLLARD TOP @ SW-1 TIED INTO STORM BLACK MASTIC SEALANT 4'-6" A.F.F. SEE DET. A/SD3, EP-5 DRAIN, PAINT EP-3 CONT. TYP. AT ENTIRE PAINT SAFETY YELLOW (EP-9) PERIMETER OF BUILDING BASE V 1 DRIVE-THRU SIDE ELEVATION Scale: 1 /4"=1'-0" N o DOOR ELEVATION WNcOOTNET-RA \J 19'-4" AFF 6'-7 1/2' - 4'-5" T.O. PARAPET qlI 1 T-8„ AFF S-36 ILLUMINATED SEAL BUILDING SIGN C1 i i I 'I 12'- ` TC I B.O. AWNING I 9'4' AFF C 1 r EPA iJf _ Y C-1 EP-6 EP-1 ACCENT BAND EP-2 EP-6 SW-1 FINISHED FLOOR 0'-0" AFF. BLACK MASTIC SEALANT CONT. TYR AT ENTIRE PERIMETER OF BUILDING BASE SW-1 13,-0" 1. 13,-0" 1_ 12'-51/2° 12'-61/2" 1,13'-0* I, 13'-0" I,13'-0' I- 5'-11 1/2" 4 ENLARGED ELEVATION 2 ENTRY SIDE ELEVATION Scale:1/2"=1'-0" f Scale:l/4"=l'-O" SPECIFICATIONS SECTION 8A: ALUMINUM ENTRANCE, STOREFRONT SECTION 8D: GLAZING EXTERIOR FINISH NOTES 1 GENERAL PROVISIONS GENERAL PROVISIONS SCOPE: FURNISH AND INSTALL THE ALUMINUM ENTRANCE AND 1. SCOPE: FURNISH AND INSTALL GLASS IN STOREFRONT AND DRIVE-THRU STOREFRONT SYSTEMS PER NATIONAL ACCOUNTS AND APPLICABLE SERVICE WINDOW. DRAWINGS. 2. QUALITY CONTROL: ALL GLASS BROKEN DURING INSTALLATION OR MATERIALS DURING CONSTRUCTION PRIOR TO FINAL DELIVERY OF THE BUILDING TO THE 1. ALUMINUM STOREFRONT AND ENTRANCE FRAMES: REFER TO OWNER SHALL BE REPLACED AT NO ADDITIONAL EXPENSE TO THE OWNER. CONSTRUCTION DRAWINGS AND SPECIFICATIONS. GLASS SHOULD BE DELIVERED WITH LABELS PROMINENTLY DISPLAYED AND STO COLORS NA10-0016 - DELIGHTFUL GOLDEN NA01-0061 - EXOTIC RED NA10-0017 - MOCHA BROWN 2. ALUMINUM ENTRANCE DOORS: REFER TO CONSTRUCTION DRAWINGS AND THEY SHALL BE LEFT IN PLACE UNTIL THE OWNER'S REPRESENTATIVE SPECIFICATIONS. INSPECTS IT. 3. PANIC HARDWARE:WHEN PANIC HARDWARE IS REQUIRED ON EXTERIOR MATERIALS DOORS. 1. STOREFRONT GLAZING -REFER TO CONSTRUCTION DRAWINGS AND THE PANIC DEVICE IS ON EXTERIOR ENTRY DOORS WHEN SPECIFIED IN NOTES. HARDWARE SCHEDULE. PERFORMANCE 4. DRIVE-THRU SERVICE WINDOW: THE DRIVE-THRU SERVICE WINDOW WILL BE 1. INSTALLATION: INSTALL GLAZING WITH MANUFACTURER'S INSTRUCTIONS SUPPLIED & INSTALLED BY G.C. VERIFY EXACT TYPE OF WINDOW WITH PLANS. TO PROVIDE COMPLIANCE WITH LOCAL CODE REQUIREMENTS INCLUDING BRONZE FINISH. WIND RESISTANCE, 25 PSF MIN., SNOW LOAD, 20 PSF MIN. GLAZING PANELS SHALL BE INSTALLED. WINDOW TO BE: A. BASE BID -'QUICK SERVM.C.E. WINDOW FLUSH MOUNT. ULTRA VIOLET DEGRADATION LEVELS ARE TO MEET MANUFACTURER'S B. OPTION (VERIFY WITH OWNER) -READY ACCESS REQUIREMENTS TO VALIDATE MATERIALS REPLACEMENT WARRANTY. 5. MISCELLANEOUS FLASHING/TRIM: ALUMINUM HEAD, SILL, COLUMN AND 2. ALLOW FOR 1/4" MINIMUM HEAD DEFLECTION DUE TO LIVE LOAD. WALL TRIM. SEE EXTERIOR ELEVATIONS FOR FINISH. E.I.F.S. WALL TEXTURE FINISH Manuf, Texture STO STO ESSENCE SWIRL DRYVIT OUARTZ PUTZ FINISH NOTES THE FOLLdWING COMPONENTS CAN BE PURCHASED FROM THE APPROVED SIGN VENDORS: ` STANDING SEAM ROOF * D/T WINDOW CANOPY RAILING * CLEARANCE BAR * MENU CANOPY * GUARD RAIL AWNINGS * SHUTTERS 3. GUARANTEES AND WARRANTIES: AT THE COMPLETION OF THE GLAZING, PERFORMANCE PROVE THE INSTALLATION WATERTIGHT BY SPRAYING ALL JOINTS WITH A 1. INSTALLATION: INSTALL IN ACCORDANCE WITH MANUFACTURER'S GARDEN HOSE WITH NOZZLE SET FOR MAXIMUM PRESSURE. PROVIDE THE FOLOIMNG COMPONENTS TO BE MANUFACTURED INSTRUCTION. PLACE IN CORRECT LOCATION AS SHOWN IN THE DETAILS. ADDITIONAL CAULKING OR SEALANT, OR RESET GLASS AS NECESSARY TO AND INSTALLED BY THE GENERAL CONTRACTOR LEVEL, SQUARE, AND PLUMB AT PROPER ELEVATIONS AND IN ALIGNMENT EFFECT A WATERTIGHT JOB. WITH OTHER WORK. MAINTAIN SPACE IN HEAD POCKET FOR 1/4" HEAD LADDER DEFLECTION. INSURE FRAMING PROFILES MEET INSTALLATION DUMPSTER GATES REQUIREMENTS OF GLAZING UNITS TO MAINTAIN WARRANTY. SEE SECTION 8-D: GLAZING. DRYVIT COLORS POPE051020 - DELIGHTFUL GOLDEN POPE021028S - EXOTIC RED POPE031020S - MOCHA BROWN ACCENT BAND FINISHED FLOOR _ 0'-0" AFF. GUTTER & DOWNSPOUT PAINT MOCHA BROWN -SEE ROOF PLAN LADDER, PAINT MOCHA BROWN TO MATCH STORE FRONT GREASE & CO2 ENCLOSURE BY VENDOR 3" x 5" DOWNSPOUT _ TIED INTO STORM DRAIN, PAINT EP-3 POP1T12 LOUISIANA KITCHEN EXTERIOR FINISH SCHEDULE NEW CONSTRUCTION AND REIMAGING UPDATE: 11/2412014 Mark Location Supplier / Manuf. Material Specification Color Finish / Notes MAIN WALL SURFACE EP-1 ABOVE WAINSCOT ACCENT PAINT OR EIFS FORMULA #2158-30 DELIGHTFUL GOLDEN 185 Low Lustre TRIM CROWN / WALL SURFACE EP-2 ACCENT/WAINSCOT BENJAMIN MOORE PAINT OR EIFS FORMULA #2086-10 EXOTIC RED 185 Low Lustre ACCENT TRIM WAINSCOT BELOW EP-3 ACCENT TRIM@REAR BLDG EIFS / METAL / PAINT #2107-20 MOCHA BROWN 185 Low Lustre 14 1/2"x60" VINYL SHUTTERS (Balcony) L2 - VINYL UNFINISHED 030 - PAINTABLE SHUTTERCONTRACTOR.COM 25 1/2"xl19" VINYL L7S - VINYL UNFINISHED 030 - PAINTABLE EP-4 SHUTTERS SHUTTERS Buildin BENJAMIN MOORE PAINT #2040-10 RAINFOREST FOLIAGE 170 Semi Gloss EP-5 D/T THRU WINDOW RAILING VENDOR / TIGER DRYLAC METAL / POWDER COAT RAL 6009 HUNTER GREEN SMOOTH EP-5 RAILING RAVENDOR / APT CANOPY AND RAILINGS BAILING N MOORS METAL / PAINT #2040-10 RAINFOREST FOLIAGE P-29 DTM Semi Gloss EP-6 STORE FRONT GLAZING YKK AP ANODIZED ALUMINUM #YB5N DARK BRONZE 21-28 DAYS EP-6 ALT STORE FRONT GLAZING READY MD( BRONZETONE P-29 DTM Semi Gloss METAL / PAINT EP-7 DUMPSTER WALLS / GATES BENJAMIN MOORE #2107-20 MOCHA BROWN 185 Low Lustre E�E EP-8 BOLLARDS METAL / ASPHALT / PAINT SAFETY & ZONE RM SAFETY YELLOW P58-10 G� ACRYLIC MARKING OD SW-1 BORAL STONE VERSETTA; SIMULATED LEDGESTONE PLUMB CREEK NON-OVERLAPF _&- D STONE WAINSCOT STONE VENEER SG-1 QUIKRETE VENEER STONE MORTAR POLYMER MODIFIED MOCHA BROWN 1137-85 G-1 AWNING GRATE OPT. AWNING SUPPLIER METAL / POWDER COAT RAL 6009 HUNTER GREEN SMOOTH C-1 STANDING SEAM CANOPY COPPER SALES, INC. UNA CLAD UC-4 ALUMINUM REGAL RED 12" OC / GUAGE PER LOCAL CODE REQUIREMENTS > N R N m L CJ tyi LU m N E > M M o f L UC) N LL N a "• � W W LL ~ LU � Z ' � Z 6 Q Uj J � J Co � J WLb K N N rn Z O ~ Z 00 W v 0 o w W Lu U ~ Z — O N M o .� ¢ aS as N�'naii 6 W 0 O LU w X W In O H H O Z w Of w H- Lu 0 Z W _ Z 0 v7 w 0 Of W _ H Z / ¢ LLI Z4' w 9 LU 0 w LU w �y LL S H o p o c c LU 0 H N X C~=7 zLU LU I. W w D_ 0 O J a U) to LU w � J LU_ OJ � J 0 Z W� w J U � a H LL W Uj LU a S' O0 °jjUT Sid CO w — _:• LU 98913 U COLU Of Gi T• ...... ARG�\ ) 018 LU HAROLD DANIEL HUTTER III O- w FL, REG. 98913 RELEASE DATE- 2 3 4 5 s rPROJECT NO. 2018-002 . ,° .,,�" ISSUE DATE 12/21/18 F�Rr. ✓G r fDRAWN CHECKED - GM w JC 61CIg4111IBNl we